id sid tid token lemma pos fis-4904 1 1 microsoft microsoft PROPN fis-4904 1 2 word word PROPN fis-4904 1 3 numero_69_art_12_4904.docx numero_69_art_12_4904.docx PROPN fis-4904 1 4 m. m. PROPN fis-4904 1 5 b. b. PROPN fis-4904 1 6 prince prince PROPN fis-4904 1 7 et et PROPN fis-4904 1 8 alii alii PROPN fis-4904 1 9 , , PUNCT fis-4904 1 10 frattura frattura PROPN fis-4904 1 11 ed ed PROPN fis-4904 1 12 integrità integrità PROPN fis-4904 1 13 strutturale strutturale PROPN fis-4904 1 14 , , PUNCT fis-4904 1 15 69 69 NUM fis-4904 1 16 ( ( PUNCT fis-4904 1 17 2024 2024 NUM fis-4904 1 18 ) ) PUNCT fis-4904 1 19 154 154 NUM fis-4904 1 20 - - SYM fis-4904 1 21 180 180 NUM fis-4904 1 22 ; ; PUNCT fis-4904 1 23 doi doi NOUN fis-4904 1 24 : : PUNCT fis-4904 1 25 10.3221 10.3221 NUM fis-4904 1 26 / / SYM fis-4904 1 27 igf igf PROPN fis-4904 1 28 - - PUNCT fis-4904 1 29 esis.69.12 esis.69.12 PROPN fis-4904 1 30 154 154 NUM fis-4904 1 31 a a DET fis-4904 1 32 numerical numerical ADJ fis-4904 1 33 study study NOUN fis-4904 1 34 on on ADP fis-4904 1 35 predicting predict VERB fis-4904 1 36 bond bond NOUN fis-4904 1 37 - - PUNCT fis-4904 1 38 slip slip NOUN fis-4904 1 39 relationship relationship NOUN fis-4904 1 40 of of ADP fis-4904 1 41 reinforced reinforce VERB fis-4904 1 42 concrete concrete NOUN fis-4904 1 43 using use VERB fis-4904 1 44 surface surface NOUN fis-4904 1 45 based base VERB fis-4904 1 46 cohesive cohesive ADJ fis-4904 1 47 behavior behavior NOUN fis-4904 1 48 minhajul minhajul VERB fis-4904 1 49 bari bari PROPN fis-4904 1 50 prince prince PROPN fis-4904 1 51 bangladesh bangladesh PROPN fis-4904 1 52 university university PROPN fis-4904 1 53 of of ADP fis-4904 1 54 engineering engineering NOUN fis-4904 1 55 and and CCONJ fis-4904 1 56 technology technology NOUN fis-4904 1 57 , , PUNCT fis-4904 1 58 dhaka dhaka PROPN fis-4904 1 59 , , PUNCT fis-4904 1 60 bangladesh bangladesh PROPN fis-4904 1 61 minhajulbariprince@gmail.com minhajulbariprince@gmail.com PROPN fis-4904 1 62 , , PUNCT fis-4904 1 63 https://orcid.org/0009-0002-9822-6157 https://orcid.org/0009-0002-9822-6157 PROPN fis-4904 1 64 debasish debasish PROPN fis-4904 1 65 sen sen PROPN fis-4904 1 66 ahsanullah ahsanullah PROPN fis-4904 1 67 university university PROPN fis-4904 1 68 of of ADP fis-4904 1 69 science science NOUN fis-4904 1 70 and and CCONJ fis-4904 1 71 technology technology NOUN fis-4904 1 72 , , PUNCT fis-4904 1 73 dhaka dhaka PROPN fis-4904 1 74 , , PUNCT fis-4904 1 75 bangladesh bangladesh PROPN fis-4904 1 76 debasish.ce@aust.edu debasish.ce@aust.edu PROPN fis-4904 1 77 , , PUNCT fis-4904 1 78 https://orcid.org/0000-0001-6375-4596 https://orcid.org/0000-0001-6375-4596 NOUN fis-4904 1 79 keywords keyword NOUN fis-4904 1 80 . . PUNCT fis-4904 2 1 bond bond NOUN fis-4904 2 2 - - PUNCT fis-4904 2 3 slip slip NOUN fis-4904 2 4 model model NOUN fis-4904 2 5 , , PUNCT fis-4904 2 6 pullout pullout NOUN fis-4904 2 7 test test NOUN fis-4904 2 8 , , PUNCT fis-4904 2 9 surface surface NOUN fis-4904 2 10 - - PUNCT fis-4904 2 11 to to ADP fis-4904 2 12 - - PUNCT fis-4904 2 13 surface surface NOUN fis-4904 2 14 cohesive cohesive ADJ fis-4904 2 15 behavior behavior NOUN fis-4904 2 16 , , PUNCT fis-4904 2 17 fem fem NOUN fis-4904 2 18 , , PUNCT fis-4904 2 19 bond bond NOUN fis-4904 2 20 stress stress NOUN fis-4904 2 21 - - PUNCT fis-4904 2 22 slip slip NOUN fis-4904 2 23 curve curve NOUN fis-4904 2 24 . . PUNCT fis-4904 3 1 citation citation NOUN fis-4904 3 2 : : PUNCT fis-4904 4 1 prince prince PROPN fis-4904 4 2 , , PUNCT fis-4904 4 3 m. m. PROPN fis-4904 4 4 b. b. PROPN fis-4904 4 5 , , PUNCT fis-4904 4 6 sen sen PROPN fis-4904 4 7 , , PUNCT fis-4904 4 8 , , PUNCT fis-4904 4 9 d. d. PROPN fis-4904 4 10 , , PUNCT fis-4904 4 11 a a DET fis-4904 4 12 numerical numerical ADJ fis-4904 4 13 study study NOUN fis-4904 4 14 on on ADP fis-4904 4 15 predicting predict VERB fis-4904 4 16 bond bond NOUN fis-4904 4 17 - - PUNCT fis-4904 4 18 slip slip NOUN fis-4904 4 19 relationship relationship NOUN fis-4904 4 20 of of ADP fis-4904 4 21 reinforced reinforce VERB fis-4904 4 22 concrete concrete NOUN fis-4904 4 23 using use VERB fis-4904 4 24 surface surface NOUN fis-4904 4 25 based base VERB fis-4904 4 26 cohesive cohesive ADJ fis-4904 4 27 behavior behavior NOUN fis-4904 4 28 , , PUNCT fis-4904 4 29 frattura frattura PROPN fis-4904 4 30 ed ed PROPN fis-4904 4 31 integrità integrità PROPN fis-4904 4 32 strutturale strutturale PROPN fis-4904 4 33 , , PUNCT fis-4904 4 34 69 69 NUM fis-4904 4 35 ( ( PUNCT fis-4904 4 36 2024 2024 NUM fis-4904 4 37 ) ) PUNCT fis-4904 4 38 154 154 NUM fis-4904 4 39 - - SYM fis-4904 4 40 180 180 NUM fis-4904 4 41 . . PUNCT fis-4904 4 42 received receive VERB fis-4904 4 43 : : PUNCT fis-4904 4 44 23.03.2024 23.03.2024 NUM fis-4904 4 45 accepted accept VERB fis-4904 4 46 : : PUNCT fis-4904 4 47 07.05.2024 07.05.2024 NOUN fis-4904 4 48 published publish VERB fis-4904 4 49 : : PUNCT fis-4904 4 50 10.05.2024 10.05.2024 NUM fis-4904 4 51 issue issue NOUN fis-4904 4 52 : : PUNCT fis-4904 4 53 07.2024 07.2024 NUM fis-4904 4 54 copyright copyright NOUN fis-4904 4 55 : : PUNCT fis-4904 4 56 © © PROPN fis-4904 4 57 2024 2024 NUM fis-4904 4 58 this this PRON fis-4904 4 59 is be AUX fis-4904 4 60 an an DET fis-4904 4 61 open open ADJ fis-4904 4 62 access access NOUN fis-4904 4 63 article article NOUN fis-4904 4 64 under under ADP fis-4904 4 65 the the DET fis-4904 4 66 terms term NOUN fis-4904 4 67 of of ADP fis-4904 4 68 the the DET fis-4904 4 69 cc cc NOUN fis-4904 4 70 - - PUNCT fis-4904 4 71 by by ADP fis-4904 4 72 4.0 4.0 NUM fis-4904 4 73 , , PUNCT fis-4904 4 74 which which PRON fis-4904 4 75 permits permit VERB fis-4904 4 76 unrestricted unrestricted ADJ fis-4904 4 77 use use NOUN fis-4904 4 78 , , PUNCT fis-4904 4 79 distribution distribution NOUN fis-4904 4 80 , , PUNCT fis-4904 4 81 and and CCONJ fis-4904 4 82 reproduction reproduction NOUN fis-4904 4 83 in in ADP fis-4904 4 84 any any DET fis-4904 4 85 medium medium NOUN fis-4904 4 86 , , PUNCT fis-4904 4 87 provided provide VERB fis-4904 4 88 the the DET fis-4904 4 89 original original ADJ fis-4904 4 90 author author NOUN fis-4904 4 91 and and CCONJ fis-4904 4 92 source source NOUN fis-4904 4 93 are be AUX fis-4904 4 94 credited credit VERB fis-4904 4 95 . . PUNCT fis-4904 5 1 introduction introduction NOUN fis-4904 5 2 omposite omposite VERB fis-4904 5 3 action action NOUN fis-4904 5 4 between between ADP fis-4904 5 5 reinforcement reinforcement NOUN fis-4904 5 6 and and CCONJ fis-4904 5 7 surrounded surround VERB fis-4904 5 8 concrete concrete NOUN fis-4904 5 9 is be AUX fis-4904 5 10 required require VERB fis-4904 5 11 for for ADP fis-4904 5 12 successful successful ADJ fis-4904 5 13 load load NOUN fis-4904 5 14 transfer transfer NOUN fis-4904 5 15 in in ADP fis-4904 5 16 structures structure NOUN fis-4904 5 17 . . PUNCT fis-4904 6 1 the the DET fis-4904 6 2 interaction interaction NOUN fis-4904 6 3 behaviour behaviour NOUN fis-4904 6 4 that that PRON fis-4904 6 5 ensures ensure VERB fis-4904 6 6 this this DET fis-4904 6 7 act act NOUN fis-4904 6 8 is be AUX fis-4904 6 9 called call VERB fis-4904 6 10 a a DET fis-4904 6 11 bond bond NOUN fis-4904 6 12 . . PUNCT fis-4904 7 1 the the DET fis-4904 7 2 pullout pullout NOUN fis-4904 7 3 test test NOUN fis-4904 7 4 is be AUX fis-4904 7 5 performed perform VERB fis-4904 7 6 by by ADP fis-4904 7 7 embedding embed VERB fis-4904 7 8 reinforcement reinforcement NOUN fis-4904 7 9 concentrically concentrically ADV fis-4904 7 10 or or CCONJ fis-4904 7 11 eccentrically eccentrically ADV fis-4904 7 12 into into ADP fis-4904 7 13 a a DET fis-4904 7 14 pullout pullout NOUN fis-4904 7 15 specimen speciman NOUN fis-4904 7 16 ( ( PUNCT fis-4904 7 17 i.e. i.e. X fis-4904 7 18 , , PUNCT fis-4904 7 19 a a DET fis-4904 7 20 concrete concrete ADJ fis-4904 7 21 cube cube NOUN fis-4904 7 22 , , PUNCT fis-4904 7 23 a a DET fis-4904 7 24 cylinder cylinder NOUN fis-4904 7 25 ) ) PUNCT fis-4904 7 26 to to PART fis-4904 7 27 investigate investigate VERB fis-4904 7 28 the the DET fis-4904 7 29 bond bond NOUN fis-4904 7 30 - - PUNCT fis-4904 7 31 slip slip NOUN fis-4904 7 32 behaviour behaviour NOUN fis-4904 7 33 of of ADP fis-4904 7 34 steel steel NOUN fis-4904 7 35 in in ADP fis-4904 7 36 concrete concrete NOUN fis-4904 7 37 . . PUNCT fis-4904 8 1 sometimes sometimes ADV fis-4904 8 2 , , PUNCT fis-4904 8 3 transverse transverse NOUN fis-4904 8 4 reinforcement reinforcement NOUN fis-4904 8 5 could could AUX fis-4904 8 6 be be AUX fis-4904 8 7 placed place VERB fis-4904 8 8 inside inside ADP fis-4904 8 9 specimens specimen NOUN fis-4904 8 10 to to PART fis-4904 8 11 consider consider VERB fis-4904 8 12 the the DET fis-4904 8 13 confinement confinement ADJ fis-4904 8 14 action action NOUN fis-4904 8 15 of of ADP fis-4904 8 16 concrete concrete NOUN fis-4904 8 17 . . PUNCT fis-4904 9 1 factors factor NOUN fis-4904 9 2 like like ADP fis-4904 9 3 concrete concrete ADJ fis-4904 9 4 cover cover NOUN fis-4904 9 5 - - PUNCT fis-4904 9 6 to to ADP fis-4904 9 7 - - PUNCT fis-4904 9 8 bar bar NOUN fis-4904 9 9 diameter diameter NOUN fis-4904 9 10 ratio ratio NOUN fis-4904 9 11 , , PUNCT fis-4904 9 12 the the DET fis-4904 9 13 tensile tensile NOUN fis-4904 9 14 strength strength NOUN fis-4904 9 15 of of ADP fis-4904 9 16 concrete concrete NOUN fis-4904 9 17 , , PUNCT fis-4904 9 18 released release VERB fis-4904 9 19 fracture fracture NOUN fis-4904 9 20 energy energy NOUN fis-4904 9 21 during during ADP fis-4904 9 22 cracking cracking NOUN fis-4904 9 23 , , PUNCT fis-4904 9 24 rib rib NOUN fis-4904 9 25 profile profile NOUN fis-4904 9 26 , , PUNCT fis-4904 9 27 strength strength NOUN fis-4904 9 28 and and CCONJ fis-4904 9 29 stiffness stiffness NOUN fis-4904 9 30 of of ADP fis-4904 9 31 rebar rebar NOUN fis-4904 9 32 and and CCONJ fis-4904 9 33 concrete concrete ADJ fis-4904 9 34 , , PUNCT fis-4904 9 35 and and CCONJ fis-4904 9 36 stiffness stiffness NOUN fis-4904 9 37 of of ADP fis-4904 9 38 transverse transverse NOUN fis-4904 9 39 reinforcement reinforcement NOUN fis-4904 9 40 are be AUX fis-4904 9 41 the the DET fis-4904 9 42 most most ADV fis-4904 9 43 important important ADJ fis-4904 9 44 in in ADP fis-4904 9 45 bond bond NOUN fis-4904 9 46 mechanism mechanism NOUN fis-4904 9 47 [ [ X fis-4904 9 48 1 1 NUM fis-4904 9 49 ] ] PUNCT fis-4904 9 50 . . PUNCT fis-4904 10 1 when when SCONJ fis-4904 10 2 reinforcement reinforcement NOUN fis-4904 10 3 is be AUX fis-4904 10 4 pulled pull VERB fis-4904 10 5 by by ADP fis-4904 10 6 tension tension NOUN fis-4904 10 7 , , PUNCT fis-4904 10 8 the the DET fis-4904 10 9 chemical chemical NOUN fis-4904 10 10 adhesion adhesion NOUN fis-4904 10 11 of of ADP fis-4904 10 12 concrete concrete ADJ fis-4904 10 13 starts start NOUN fis-4904 10 14 to to PART fis-4904 10 15 break break VERB fis-4904 10 16 . . PUNCT fis-4904 11 1 as as ADP fis-4904 11 2 a a DET fis-4904 11 3 result result NOUN fis-4904 11 4 , , PUNCT fis-4904 11 5 different different ADJ fis-4904 11 6 modes mode NOUN fis-4904 11 7 of of ADP fis-4904 11 8 failure failure NOUN fis-4904 11 9 patterns pattern NOUN fis-4904 11 10 ( ( PUNCT fis-4904 11 11 i.e. i.e. X fis-4904 11 12 , , PUNCT fis-4904 11 13 pullout pullout NOUN fis-4904 11 14 , , PUNCT fis-4904 11 15 splitting splitting NOUN fis-4904 11 16 , , PUNCT fis-4904 11 17 and and CCONJ fis-4904 11 18 a a DET fis-4904 11 19 combination combination NOUN fis-4904 11 20 of of ADP fis-4904 11 21 both both DET fis-4904 11 22 pullout pullout NOUN fis-4904 11 23 and and CCONJ fis-4904 11 24 splitting splitting NOUN fis-4904 11 25 ) ) PUNCT fis-4904 11 26 are be AUX fis-4904 11 27 observed observe VERB fis-4904 11 28 . . PUNCT fis-4904 12 1 therefore therefore ADV fis-4904 12 2 , , PUNCT fis-4904 12 3 pullout pullout NOUN fis-4904 12 4 tests test NOUN fis-4904 12 5 need need VERB fis-4904 12 6 to to PART fis-4904 12 7 be be AUX fis-4904 12 8 performed perform VERB fis-4904 12 9 to to ADP fis-4904 12 10 c c PROPN fis-4904 12 11 https://youtu.be/7m_paoy7qdm https://youtu.be/7m_paoy7qdm PROPN fis-4904 12 12 m. m. PROPN fis-4904 12 13 b. b. PROPN fis-4904 12 14 prince prince PROPN fis-4904 12 15 et et PROPN fis-4904 12 16 alii alii PROPN fis-4904 12 17 , , PUNCT fis-4904 12 18 frattura frattura PROPN fis-4904 12 19 ed ed PROPN fis-4904 12 20 integrità integrità PROPN fis-4904 12 21 strutturale strutturale PROPN fis-4904 12 22 , , PUNCT fis-4904 12 23 69 69 NUM fis-4904 12 24 ( ( PUNCT fis-4904 12 25 2024 2024 NUM fis-4904 12 26 ) ) PUNCT fis-4904 12 27 154 154 NUM fis-4904 12 28 - - SYM fis-4904 12 29 180 180 NUM fis-4904 12 30 ; ; PUNCT fis-4904 12 31 doi doi NOUN fis-4904 12 32 : : PUNCT fis-4904 12 33 10.3221 10.3221 NUM fis-4904 12 34 / / SYM fis-4904 12 35 igf igf PROPN fis-4904 12 36 - - PUNCT fis-4904 12 37 esis.69.12 esis.69.12 PROPN fis-4904 12 38 155 155 NUM fis-4904 12 39 learn learn VERB fis-4904 12 40 reinforced reinforce VERB fis-4904 12 41 concrete concrete ADJ fis-4904 12 42 specimens specimen NOUN fis-4904 12 43 ' ' PART fis-4904 12 44 failure failure NOUN fis-4904 12 45 patterns pattern NOUN fis-4904 12 46 and and CCONJ fis-4904 12 47 bond bond NOUN fis-4904 12 48 - - PUNCT fis-4904 12 49 slip slip NOUN fis-4904 12 50 relationships relationship NOUN fis-4904 12 51 . . PUNCT fis-4904 13 1 however however ADV fis-4904 13 2 , , PUNCT fis-4904 13 3 a a DET fis-4904 13 4 parametric parametric ADJ fis-4904 13 5 study study NOUN fis-4904 13 6 needs need VERB fis-4904 13 7 to to PART fis-4904 13 8 change change VERB fis-4904 13 9 various various ADJ fis-4904 13 10 specimen speciman NOUN fis-4904 13 11 parameters parameter NOUN fis-4904 13 12 , , PUNCT fis-4904 13 13 such such ADJ fis-4904 13 14 as as ADP fis-4904 13 15 concrete concrete ADJ fis-4904 13 16 compressive compressive ADJ fis-4904 13 17 strength strength NOUN fis-4904 13 18 , , PUNCT fis-4904 13 19 concrete concrete ADJ fis-4904 13 20 cover cover NOUN fis-4904 13 21 , , PUNCT fis-4904 13 22 bar bar NOUN fis-4904 13 23 diameter diameter NOUN fis-4904 13 24 , , PUNCT fis-4904 13 25 bonded bond VERB fis-4904 13 26 length length NOUN fis-4904 13 27 , , PUNCT fis-4904 13 28 etc etc X fis-4904 13 29 . . X fis-4904 13 30 therefore therefore ADV fis-4904 13 31 , , PUNCT fis-4904 13 32 the the DET fis-4904 13 33 experiment experiment NOUN fis-4904 13 34 had have VERB fis-4904 13 35 to to PART fis-4904 13 36 be be AUX fis-4904 13 37 performed perform VERB fis-4904 13 38 several several ADJ fis-4904 13 39 times time NOUN fis-4904 13 40 , , PUNCT fis-4904 13 41 which which PRON fis-4904 13 42 was be AUX fis-4904 13 43 time time NOUN fis-4904 13 44 - - PUNCT fis-4904 13 45 consuming consume VERB fis-4904 13 46 and and CCONJ fis-4904 13 47 costly costly ADJ fis-4904 13 48 . . PUNCT fis-4904 14 1 in in ADP fis-4904 14 2 addition addition NOUN fis-4904 14 3 , , PUNCT fis-4904 14 4 the the DET fis-4904 14 5 bond bond NOUN fis-4904 14 6 - - PUNCT fis-4904 14 7 slip slip NOUN fis-4904 14 8 curve curve NOUN fis-4904 14 9 and and CCONJ fis-4904 14 10 failure failure NOUN fis-4904 14 11 pattern pattern NOUN fis-4904 14 12 at at ADP fis-4904 14 13 peak peak NOUN fis-4904 14 14 bond bond NOUN fis-4904 14 15 stress stress NOUN fis-4904 14 16 , , PUNCT fis-4904 14 17 crack crack VERB fis-4904 14 18 propagation propagation NOUN fis-4904 14 19 mechanism mechanism NOUN fis-4904 14 20 and and CCONJ fis-4904 14 21 contact contact NOUN fis-4904 14 22 status status NOUN fis-4904 14 23 throughout throughout ADP fis-4904 14 24 the the DET fis-4904 14 25 pullout pullout NOUN fis-4904 14 26 loading loading NOUN fis-4904 14 27 need need NOUN fis-4904 14 28 to to PART fis-4904 14 29 be be AUX fis-4904 14 30 studied study VERB fis-4904 14 31 to to PART fis-4904 14 32 understand understand VERB fis-4904 14 33 bond bond NOUN fis-4904 14 34 - - PUNCT fis-4904 14 35 slip slip NOUN fis-4904 14 36 behaviour behaviour NOUN fis-4904 14 37 in in ADP fis-4904 14 38 reinforced reinforce VERB fis-4904 14 39 concrete concrete NOUN fis-4904 14 40 . . PUNCT fis-4904 15 1 however however ADV fis-4904 15 2 , , PUNCT fis-4904 15 3 these these DET fis-4904 15 4 outputs output NOUN fis-4904 15 5 could could AUX fis-4904 15 6 not not PART fis-4904 15 7 be be AUX fis-4904 15 8 extracted extract VERB fis-4904 15 9 from from ADP fis-4904 15 10 the the DET fis-4904 15 11 experiment experiment NOUN fis-4904 15 12 . . PUNCT fis-4904 16 1 therefore therefore ADV fis-4904 16 2 , , PUNCT fis-4904 16 3 finite finite PROPN fis-4904 16 4 element element NOUN fis-4904 16 5 analysis analysis NOUN fis-4904 16 6 is be AUX fis-4904 16 7 needed need VERB fis-4904 16 8 to to PART fis-4904 16 9 observe observe VERB fis-4904 16 10 bond bond NOUN fis-4904 16 11 - - PUNCT fis-4904 16 12 slip slip NOUN fis-4904 16 13 behaviour behaviour NOUN fis-4904 16 14 more more ADV fis-4904 16 15 explicitly explicitly ADV fis-4904 16 16 . . PUNCT fis-4904 17 1 modelling model VERB fis-4904 17 2 the the DET fis-4904 17 3 interaction interaction NOUN fis-4904 17 4 between between ADP fis-4904 17 5 reinforcement reinforcement NOUN fis-4904 17 6 and and CCONJ fis-4904 17 7 concrete concrete NOUN fis-4904 17 8 is be AUX fis-4904 17 9 the the DET fis-4904 17 10 most most ADV fis-4904 17 11 crucial crucial ADJ fis-4904 17 12 factor factor NOUN fis-4904 17 13 affecting affect VERB fis-4904 17 14 the the DET fis-4904 17 15 bond bond NOUN fis-4904 17 16 - - PUNCT fis-4904 17 17 slip slip NOUN fis-4904 17 18 relationship relationship NOUN fis-4904 17 19 . . PUNCT fis-4904 18 1 analytical analytical ADJ fis-4904 18 2 models model NOUN fis-4904 18 3 can can AUX fis-4904 18 4 assist assist VERB fis-4904 18 5 with with ADP fis-4904 18 6 interaction interaction NOUN fis-4904 18 7 modelling modelling NOUN fis-4904 18 8 . . PUNCT fis-4904 19 1 in in ADP fis-4904 19 2 this this DET fis-4904 19 3 context context NOUN fis-4904 19 4 , , PUNCT fis-4904 19 5 researchers researcher NOUN fis-4904 19 6 developed develop VERB fis-4904 19 7 analytical analytical ADJ fis-4904 19 8 models model NOUN fis-4904 19 9 for for ADP fis-4904 19 10 predicting predict VERB fis-4904 19 11 bond bond NOUN fis-4904 19 12 strength strength NOUN fis-4904 19 13 by by ADP fis-4904 19 14 regression regression NOUN fis-4904 19 15 analysis analysis NOUN fis-4904 19 16 [ [ X fis-4904 19 17 2 2 NUM fis-4904 19 18 - - SYM fis-4904 19 19 12 12 NUM fis-4904 19 20 ] ] PUNCT fis-4904 19 21 . . PUNCT fis-4904 20 1 however however ADV fis-4904 20 2 , , PUNCT fis-4904 20 3 the the DET fis-4904 20 4 scope scope NOUN fis-4904 20 5 of of ADP fis-4904 20 6 using use VERB fis-4904 20 7 the the DET fis-4904 20 8 proposed propose VERB fis-4904 20 9 formula formula NOUN fis-4904 20 10 suggested suggest VERB fis-4904 20 11 by by ADP fis-4904 20 12 researchers researcher NOUN fis-4904 20 13 must must AUX fis-4904 20 14 be be AUX fis-4904 20 15 studied study VERB fis-4904 20 16 before before ADP fis-4904 20 17 use use NOUN fis-4904 20 18 . . PUNCT fis-4904 21 1 a a DET fis-4904 21 2 brief brief ADJ fis-4904 21 3 literature literature NOUN fis-4904 21 4 study study NOUN fis-4904 21 5 of of ADP fis-4904 21 6 the the DET fis-4904 21 7 available available ADJ fis-4904 21 8 proposals proposal NOUN fis-4904 21 9 for for ADP fis-4904 21 10 predicting predict VERB fis-4904 21 11 bond bond NOUN fis-4904 21 12 strength strength NOUN fis-4904 21 13 and and CCONJ fis-4904 21 14 their their PRON fis-4904 21 15 corresponding corresponding ADJ fis-4904 21 16 scopes scope NOUN fis-4904 21 17 is be AUX fis-4904 21 18 shown show VERB fis-4904 21 19 in in ADP fis-4904 21 20 tab tab NOUN fis-4904 21 21 . . PUNCT fis-4904 22 1 1 1 X fis-4904 22 2 . . X fis-4904 23 1 nevertheless nevertheless ADV fis-4904 23 2 , , PUNCT fis-4904 23 3 several several ADJ fis-4904 23 4 previous previous ADJ fis-4904 23 5 studies study NOUN fis-4904 23 6 focused focus VERB fis-4904 23 7 on on ADP fis-4904 23 8 developing develop VERB fis-4904 23 9 finite finite NOUN fis-4904 23 10 modelling modelling NOUN fis-4904 23 11 of of ADP fis-4904 23 12 the the DET fis-4904 23 13 bond bond NOUN fis-4904 23 14 - - PUNCT fis-4904 23 15 ship ship NOUN fis-4904 23 16 behaviour behaviour NOUN fis-4904 23 17 of of ADP fis-4904 23 18 reinforced reinforce VERB fis-4904 23 19 concrete concrete NOUN fis-4904 23 20 and and CCONJ fis-4904 23 21 comparing compare VERB fis-4904 23 22 finite finite ADJ fis-4904 23 23 element element NOUN fis-4904 23 24 analysis analysis NOUN fis-4904 23 25 results result NOUN fis-4904 23 26 with with ADP fis-4904 23 27 the the DET fis-4904 23 28 experimental experimental ADJ fis-4904 23 29 results result NOUN fis-4904 23 30 to to PART fis-4904 23 31 learn learn VERB fis-4904 23 32 the the DET fis-4904 23 33 effectiveness effectiveness NOUN fis-4904 23 34 of of ADP fis-4904 23 35 their their PRON fis-4904 23 36 finite finite ADJ fis-4904 23 37 element element NOUN fis-4904 23 38 model model NOUN fis-4904 23 39 . . PUNCT fis-4904 24 1 burdziński burdziński NOUN fis-4904 24 2 and and CCONJ fis-4904 24 3 niedostatkiewicz niedostatkiewicz VERB fis-4904 24 4 [ [ X fis-4904 24 5 13 13 NUM fis-4904 24 6 ] ] PUNCT fis-4904 24 7 performed perform VERB fis-4904 24 8 pullout pullout NOUN fis-4904 24 9 tests test NOUN fis-4904 24 10 experimentally experimentally ADV fis-4904 24 11 with with ADP fis-4904 24 12 c35/45grade c35/45grade NOUN fis-4904 24 13 concrete concrete ADJ fis-4904 24 14 and and CCONJ fis-4904 24 15 b500sp b500sp ADJ fis-4904 24 16 reinforcement reinforcement NOUN fis-4904 24 17 with with ADP fis-4904 24 18 three three NUM fis-4904 24 19 different different ADJ fis-4904 24 20 bar bar NOUN fis-4904 24 21 diameters diameter NOUN fis-4904 24 22 of of ADP fis-4904 24 23 10 10 NUM fis-4904 24 24 , , PUNCT fis-4904 24 25 12 12 NUM fis-4904 24 26 and and CCONJ fis-4904 24 27 16 16 NUM fis-4904 24 28 mm mm NOUN fis-4904 24 29 . . PUNCT fis-4904 25 1 they they PRON fis-4904 25 2 numerically numerically ADV fis-4904 25 3 model model VERB fis-4904 25 4 specimens specimen NOUN fis-4904 25 5 using use VERB fis-4904 25 6 the the DET fis-4904 25 7 finite finite ADJ fis-4904 25 8 element element NOUN fis-4904 25 9 method method NOUN fis-4904 25 10 in in ADP fis-4904 25 11 abaqus abaqus PROPN fis-4904 25 12 software software NOUN fis-4904 25 13 . . PUNCT fis-4904 26 1 the the DET fis-4904 26 2 concrete concrete ADJ fis-4904 26 3 damage damage NOUN fis-4904 26 4 plasticity plasticity NOUN fis-4904 26 5 model model NOUN fis-4904 26 6 was be AUX fis-4904 26 7 used use VERB fis-4904 26 8 to to PART fis-4904 26 9 model model VERB fis-4904 26 10 concrete concrete NOUN fis-4904 26 11 , , PUNCT fis-4904 26 12 and and CCONJ fis-4904 26 13 contact contact NOUN fis-4904 26 14 cohesive cohesive ADJ fis-4904 26 15 behaviour behaviour NOUN fis-4904 26 16 was be AUX fis-4904 26 17 used use VERB fis-4904 26 18 to to PART fis-4904 26 19 model model VERB fis-4904 26 20 the the DET fis-4904 26 21 interface interface NOUN fis-4904 26 22 of of ADP fis-4904 26 23 concrete concrete ADJ fis-4904 26 24 and and CCONJ fis-4904 26 25 rebar rebar NOUN fis-4904 26 26 . . PUNCT fis-4904 27 1 the the DET fis-4904 27 2 bond bond NOUN fis-4904 27 3 - - PUNCT fis-4904 27 4 slip slip NOUN fis-4904 27 5 curve curve NOUN fis-4904 27 6 reflected reflect VERB fis-4904 27 7 the the DET fis-4904 27 8 experimental experimental ADJ fis-4904 27 9 results result NOUN fis-4904 27 10 correctly correctly ADV fis-4904 27 11 and and CCONJ fis-4904 27 12 started start VERB fis-4904 27 13 to to PART fis-4904 27 14 deviate deviate VERB fis-4904 27 15 after after ADP fis-4904 27 16 reaching reach VERB fis-4904 27 17 peak peak NOUN fis-4904 27 18 bond bond NOUN fis-4904 27 19 stress stress NOUN fis-4904 27 20 . . PUNCT fis-4904 28 1 they they PRON fis-4904 28 2 focused focus VERB fis-4904 28 3 on on ADP fis-4904 28 4 the the DET fis-4904 28 5 calibration calibration NOUN fis-4904 28 6 of of ADP fis-4904 28 7 fe fe NOUN fis-4904 28 8 models model NOUN fis-4904 28 9 to to PART fis-4904 28 10 match match VERB fis-4904 28 11 the the DET fis-4904 28 12 experimental experimental ADJ fis-4904 28 13 results result NOUN fis-4904 28 14 . . PUNCT fis-4904 29 1 abbas abbas PROPN fis-4904 29 2 et et PROPN fis-4904 29 3 al al PROPN fis-4904 29 4 . . PUNCT fis-4904 30 1 [ [ X fis-4904 30 2 14 14 NUM fis-4904 30 3 ] ] PUNCT fis-4904 30 4 performed perform VERB fis-4904 30 5 finite finite ADJ fis-4904 30 6 element element NOUN fis-4904 30 7 analysis analysis NOUN fis-4904 30 8 in in ADP fis-4904 30 9 ansys ansys PROPN fis-4904 30 10 software software PROPN fis-4904 30 11 and and CCONJ fis-4904 30 12 compared compare VERB fis-4904 30 13 the the DET fis-4904 30 14 fem fem NOUN fis-4904 30 15 bond bond NOUN fis-4904 30 16 - - PUNCT fis-4904 30 17 slip slip NOUN fis-4904 30 18 curve curve NOUN fis-4904 30 19 with with ADP fis-4904 30 20 the the DET fis-4904 30 21 experiment experiment NOUN fis-4904 30 22 . . PUNCT fis-4904 31 1 their their PRON fis-4904 31 2 bond bond NOUN fis-4904 31 3 - - PUNCT fis-4904 31 4 slip slip NOUN fis-4904 31 5 curve curve NOUN fis-4904 31 6 showed show VERB fis-4904 31 7 that that SCONJ fis-4904 31 8 the the DET fis-4904 31 9 stiffness stiffness NOUN fis-4904 31 10 did do AUX fis-4904 31 11 not not PART fis-4904 31 12 reflect reflect VERB fis-4904 31 13 the the DET fis-4904 31 14 experimental experimental ADJ fis-4904 31 15 results result NOUN fis-4904 31 16 correctly correctly ADV fis-4904 31 17 . . PUNCT fis-4904 32 1 moreover moreover ADV fis-4904 32 2 , , PUNCT fis-4904 32 3 specimens specimen NOUN fis-4904 32 4 with with ADP fis-4904 32 5 bonded bond VERB fis-4904 32 6 lengths length NOUN fis-4904 32 7 equal equal ADJ fis-4904 32 8 to to ADP fis-4904 32 9 five five NUM fis-4904 32 10 times time NOUN fis-4904 32 11 the the DET fis-4904 32 12 diameter diameter NOUN fis-4904 32 13 show show VERB fis-4904 32 14 a a DET fis-4904 32 15 lower low ADJ fis-4904 32 16 bond bond NOUN fis-4904 32 17 strength strength NOUN fis-4904 32 18 than than ADP fis-4904 32 19 an an DET fis-4904 32 20 experiment experiment NOUN fis-4904 32 21 . . PUNCT fis-4904 33 1 they they PRON fis-4904 33 2 found find VERB fis-4904 33 3 that that SCONJ fis-4904 33 4 the the DET fis-4904 33 5 difficulties difficulty NOUN fis-4904 33 6 in in ADP fis-4904 33 7 predicting predict VERB fis-4904 33 8 the the DET fis-4904 33 9 stiffness stiffness NOUN fis-4904 33 10 of of ADP fis-4904 33 11 the the DET fis-4904 33 12 interface interface NOUN fis-4904 33 13 component component NOUN fis-4904 33 14 could could AUX fis-4904 33 15 be be AUX fis-4904 33 16 attributed attribute VERB fis-4904 33 17 to to ADP fis-4904 33 18 the the DET fis-4904 33 19 mismatches mismatch NOUN fis-4904 33 20 ( ( PUNCT fis-4904 33 21 errors error NOUN fis-4904 33 22 ) ) PUNCT fis-4904 33 23 between between ADP fis-4904 33 24 the the DET fis-4904 33 25 experimental experimental ADJ fis-4904 33 26 and and CCONJ fis-4904 33 27 predicted predict VERB fis-4904 33 28 fe fe NOUN fis-4904 33 29 analysis analysis NOUN fis-4904 33 30 results result NOUN fis-4904 33 31 . . PUNCT fis-4904 34 1 beliaev beliaev VERB fis-4904 34 2 et et PROPN fis-4904 34 3 al al PROPN fis-4904 34 4 . . PUNCT fis-4904 35 1 [ [ X fis-4904 35 2 15 15 NUM fis-4904 35 3 ] ] PUNCT fis-4904 35 4 compared compare VERB fis-4904 35 5 the the DET fis-4904 35 6 outcomes outcome NOUN fis-4904 35 7 of of ADP fis-4904 35 8 the the DET fis-4904 35 9 experiments experiment NOUN fis-4904 35 10 with with ADP fis-4904 35 11 the the DET fis-4904 35 12 different different ADJ fis-4904 35 13 fe fe NOUN fis-4904 35 14 methods method NOUN fis-4904 35 15 used use VERB fis-4904 35 16 to to PART fis-4904 35 17 model model VERB fis-4904 35 18 the the DET fis-4904 35 19 pullout pullout NOUN fis-4904 35 20 of of ADP fis-4904 35 21 the the DET fis-4904 35 22 steel steel NOUN fis-4904 35 23 rebar rebar NOUN fis-4904 35 24 from from ADP fis-4904 35 25 the the DET fis-4904 35 26 concrete concrete ADJ fis-4904 35 27 block block NOUN fis-4904 35 28 . . PUNCT fis-4904 36 1 they they PRON fis-4904 36 2 suggested suggest VERB fis-4904 36 3 that that SCONJ fis-4904 36 4 concrete concrete NOUN fis-4904 36 5 with with ADP fis-4904 36 6 nonlinear nonlinear ADJ fis-4904 36 7 material material NOUN fis-4904 36 8 modelling modelling NOUN fis-4904 36 9 and and CCONJ fis-4904 36 10 using use VERB fis-4904 36 11 cohesive cohesive ADJ fis-4904 36 12 behaviour behaviour NOUN fis-4904 36 13 as as ADP fis-4904 36 14 the the DET fis-4904 36 15 interaction interaction NOUN fis-4904 36 16 between between ADP fis-4904 36 17 reinforcement reinforcement NOUN fis-4904 36 18 and and CCONJ fis-4904 36 19 concrete concrete ADJ fis-4904 36 20 exhibits exhibit NOUN fis-4904 36 21 correct correct ADJ fis-4904 36 22 bond bond NOUN fis-4904 36 23 - - PUNCT fis-4904 36 24 slip slip NOUN fis-4904 36 25 behaviour behaviour NOUN fis-4904 36 26 . . PUNCT fis-4904 37 1 murcia murcia PROPN fis-4904 37 2 - - PUNCT fis-4904 37 3 delso delso PROPN fis-4904 37 4 [ [ X fis-4904 37 5 16 16 NUM fis-4904 37 6 ] ] PUNCT fis-4904 37 7 developed develop VERB fis-4904 37 8 a a DET fis-4904 37 9 new new ADJ fis-4904 37 10 interface interface NOUN fis-4904 37 11 model model NOUN fis-4904 37 12 with with ADP fis-4904 37 13 four four NUM fis-4904 37 14 nodes node NOUN fis-4904 37 15 ( ( PUNCT fis-4904 37 16 two two NUM fis-4904 37 17 connected connect VERB fis-4904 37 18 to to ADP fis-4904 37 19 bonded bond VERB fis-4904 37 20 rebar rebar NOUN fis-4904 37 21 and and CCONJ fis-4904 37 22 two two NUM fis-4904 37 23 to to ADP fis-4904 37 24 bonded bond VERB fis-4904 37 25 concrete concrete NOUN fis-4904 37 26 ) ) PUNCT fis-4904 37 27 for for ADP fis-4904 37 28 simulating simulate VERB fis-4904 37 29 the the DET fis-4904 37 30 bond bond NOUN fis-4904 37 31 - - PUNCT fis-4904 37 32 slip slip NOUN fis-4904 37 33 relationship relationship NOUN fis-4904 37 34 between between ADP fis-4904 37 35 reinforcement reinforcement NOUN fis-4904 37 36 and and CCONJ fis-4904 37 37 concrete concrete NOUN fis-4904 37 38 . . PUNCT fis-4904 38 1 after after ADP fis-4904 38 2 calibration calibration NOUN fis-4904 38 3 , , PUNCT fis-4904 38 4 the the DET fis-4904 38 5 interface interface NOUN fis-4904 38 6 model model NOUN fis-4904 38 7 successfully successfully ADV fis-4904 38 8 reflects reflect VERB fis-4904 38 9 the the DET fis-4904 38 10 experiment experiment NOUN fis-4904 38 11 result result NOUN fis-4904 38 12 in in ADP fis-4904 38 13 well well ADV fis-4904 38 14 - - PUNCT fis-4904 38 15 confined confine VERB fis-4904 38 16 concrete concrete NOUN fis-4904 38 17 . . PUNCT fis-4904 39 1 however however ADV fis-4904 39 2 , , PUNCT fis-4904 39 3 the the DET fis-4904 39 4 stiffness stiffness NOUN fis-4904 39 5 varied varied ADJ fis-4904 39 6 for for ADP fis-4904 39 7 some some DET fis-4904 39 8 specimens specimen NOUN fis-4904 39 9 from from ADP fis-4904 39 10 the the DET fis-4904 39 11 experiment experiment NOUN fis-4904 39 12 . . PUNCT fis-4904 40 1 cairns cairns PROPN fis-4904 41 1 [ [ X fis-4904 41 2 17 17 NUM fis-4904 41 3 ] ] PUNCT fis-4904 41 4 studied study VERB fis-4904 41 5 the the DET fis-4904 41 6 shortcomings shortcoming NOUN fis-4904 41 7 of of ADP fis-4904 41 8 the the DET fis-4904 41 9 bond bond NOUN fis-4904 41 10 - - PUNCT fis-4904 41 11 slip slip NOUN fis-4904 41 12 parameters parameter NOUN fis-4904 41 13 of of ADP fis-4904 41 14 fib fib ADJ fis-4904 41 15 model model NOUN fis-4904 41 16 code code PROPN fis-4904 41 17 2010 2010 NUM fis-4904 41 18 for for ADP fis-4904 41 19 plain plain ADJ fis-4904 41 20 reinforcement reinforcement NOUN fis-4904 41 21 and and CCONJ fis-4904 41 22 proposed propose VERB fis-4904 41 23 an an DET fis-4904 41 24 improved improved ADJ fis-4904 41 25 model model NOUN fis-4904 41 26 . . PUNCT fis-4904 42 1 the the DET fis-4904 42 2 study study NOUN fis-4904 42 3 found find VERB fis-4904 42 4 that that SCONJ fis-4904 42 5 the the DET fis-4904 42 6 proposed propose VERB fis-4904 42 7 fib fib PROPN fis-4904 42 8 model model PROPN fis-4904 42 9 code code PROPN fis-4904 42 10 2010 2010 NUM fis-4904 42 11 equation equation NOUN fis-4904 42 12 to to PART fis-4904 42 13 calculate calculate VERB fis-4904 42 14 maximum maximum ADJ fis-4904 42 15 bond bond NOUN fis-4904 42 16 stress stress NOUN fis-4904 42 17 is be AUX fis-4904 42 18 conservative conservative ADJ fis-4904 42 19 . . PUNCT fis-4904 43 1 tabatabaei tabatabaei PROPN fis-4904 43 2 et et PROPN fis-4904 43 3 al al PROPN fis-4904 43 4 . . PUNCT fis-4904 44 1 [ [ X fis-4904 44 2 18 18 NUM fis-4904 44 3 ] ] PUNCT fis-4904 44 4 used use VERB fis-4904 44 5 a a DET fis-4904 44 6 ring ring NOUN fis-4904 44 7 contact contact NOUN fis-4904 44 8 element element NOUN fis-4904 44 9 as as ADP fis-4904 44 10 an an DET fis-4904 44 11 elastoplastic elastoplastic ADJ fis-4904 44 12 cylinder cylinder NOUN fis-4904 44 13 contact contact NOUN fis-4904 44 14 element element NOUN fis-4904 44 15 to to PART fis-4904 44 16 generate generate VERB fis-4904 44 17 an an DET fis-4904 44 18 interface interface NOUN fis-4904 44 19 between between ADP fis-4904 44 20 concrete concrete NOUN fis-4904 44 21 and and CCONJ fis-4904 44 22 reinforcement reinforcement NOUN fis-4904 44 23 , , PUNCT fis-4904 44 24 representing represent VERB fis-4904 44 25 a a DET fis-4904 44 26 bond bond NOUN fis-4904 44 27 - - PUNCT fis-4904 44 28 slip slip NOUN fis-4904 44 29 relationship relationship NOUN fis-4904 44 30 . . PUNCT fis-4904 45 1 they they PRON fis-4904 45 2 calibrated calibrate VERB fis-4904 45 3 with with ADP fis-4904 45 4 experiment experiment NOUN fis-4904 45 5 values value NOUN fis-4904 45 6 by by ADP fis-4904 45 7 reducing reduce VERB fis-4904 45 8 the the DET fis-4904 45 9 strength strength NOUN fis-4904 45 10 of of ADP fis-4904 45 11 the the DET fis-4904 45 12 ring ring NOUN fis-4904 45 13 contact contact NOUN fis-4904 45 14 element element NOUN fis-4904 45 15 . . PUNCT fis-4904 46 1 they they PRON fis-4904 46 2 found find VERB fis-4904 46 3 that that SCONJ fis-4904 46 4 the the DET fis-4904 46 5 slip slip NOUN fis-4904 46 6 increased increase VERB fis-4904 46 7 with with ADP fis-4904 46 8 the the DET fis-4904 46 9 reduction reduction NOUN fis-4904 46 10 of of ADP fis-4904 46 11 ring ring NOUN fis-4904 46 12 element element NOUN fis-4904 46 13 strength strength NOUN fis-4904 46 14 . . PUNCT fis-4904 47 1 luna luna PROPN fis-4904 47 2 molina molina PROPN fis-4904 48 1 [ [ X fis-4904 48 2 19 19 NUM fis-4904 48 3 ] ] PUNCT fis-4904 48 4 used use VERB fis-4904 48 5 surface surface NOUN fis-4904 48 6 - - PUNCT fis-4904 48 7 based base VERB fis-4904 48 8 cohesive cohesive ADJ fis-4904 48 9 contact contact NOUN fis-4904 48 10 behaviour behaviour NOUN fis-4904 48 11 to to PART fis-4904 48 12 develop develop VERB fis-4904 48 13 contact contact NOUN fis-4904 48 14 between between ADP fis-4904 48 15 concrete concrete ADJ fis-4904 48 16 and and CCONJ fis-4904 48 17 galvanized galvanized ADJ fis-4904 48 18 steel steel NOUN fis-4904 48 19 and and CCONJ fis-4904 48 20 validated validate VERB fis-4904 48 21 the the DET fis-4904 48 22 bond bond NOUN fis-4904 48 23 - - PUNCT fis-4904 48 24 slip slip NOUN fis-4904 48 25 curve curve NOUN fis-4904 48 26 with with ADP fis-4904 48 27 experimental experimental ADJ fis-4904 48 28 results result NOUN fis-4904 48 29 . . PUNCT fis-4904 49 1 the the DET fis-4904 49 2 developed develop VERB fis-4904 49 3 model model NOUN fis-4904 49 4 correctly correctly ADV fis-4904 49 5 reflects reflect VERB fis-4904 49 6 the the DET fis-4904 49 7 peak peak NOUN fis-4904 49 8 bond bond NOUN fis-4904 49 9 stress stress NOUN fis-4904 49 10 , , PUNCT fis-4904 49 11 although although SCONJ fis-4904 49 12 the the DET fis-4904 49 13 stiffness stiffness NOUN fis-4904 49 14 differed differ VERB fis-4904 49 15 from from ADP fis-4904 49 16 the the DET fis-4904 49 17 experiment experiment NOUN fis-4904 49 18 . . PUNCT fis-4904 50 1 valente valente PROPN fis-4904 51 1 [ [ X fis-4904 51 2 20 20 NUM fis-4904 51 3 ] ] PUNCT fis-4904 51 4 used use VERB fis-4904 51 5 surfacebased surfacebased ADJ fis-4904 51 6 interaction interaction NOUN fis-4904 51 7 to to PART fis-4904 51 8 model model VERB fis-4904 51 9 the the DET fis-4904 51 10 interaction interaction NOUN fis-4904 51 11 between between ADP fis-4904 51 12 reinforcement reinforcement NOUN fis-4904 51 13 and and CCONJ fis-4904 51 14 concrete concrete NOUN fis-4904 51 15 . . PUNCT fis-4904 52 1 the the DET fis-4904 52 2 study study NOUN fis-4904 52 3 found find VERB fis-4904 52 4 that that SCONJ fis-4904 52 5 the the DET fis-4904 52 6 bond bond NOUN fis-4904 52 7 - - PUNCT fis-4904 52 8 slip slip NOUN fis-4904 52 9 relation relation NOUN fis-4904 52 10 of of ADP fis-4904 52 11 the the DET fis-4904 52 12 fe fe PROPN fis-4904 52 13 model model NOUN fis-4904 52 14 has have VERB fis-4904 52 15 minor minor ADJ fis-4904 52 16 stiffness stiffness ADJ fis-4904 52 17 anomalies anomaly NOUN fis-4904 52 18 and and CCONJ fis-4904 52 19 slightly slightly ADV fis-4904 52 20 overestimated overestimate VERB fis-4904 52 21 bond bond NOUN fis-4904 52 22 strength strength NOUN fis-4904 52 23 and and CCONJ fis-4904 52 24 slide slide NOUN fis-4904 52 25 at at ADP fis-4904 52 26 peak peak NOUN fis-4904 52 27 stress stress NOUN fis-4904 52 28 . . PUNCT fis-4904 53 1 therefore therefore ADV fis-4904 53 2 , , PUNCT fis-4904 53 3 previous previous ADJ fis-4904 53 4 studies study NOUN fis-4904 53 5 mainly mainly ADV fis-4904 53 6 delved delve VERB fis-4904 53 7 into into ADP fis-4904 53 8 calibrating calibrate VERB fis-4904 53 9 different different ADJ fis-4904 53 10 parameters parameter NOUN fis-4904 53 11 to to PART fis-4904 53 12 reflect reflect VERB fis-4904 53 13 the the DET fis-4904 53 14 experimental experimental ADJ fis-4904 53 15 bond bond NOUN fis-4904 53 16 - - PUNCT fis-4904 53 17 slip slip NOUN fis-4904 53 18 relationship relationship NOUN fis-4904 53 19 . . PUNCT fis-4904 54 1 however however ADV fis-4904 54 2 , , PUNCT fis-4904 54 3 a a DET fis-4904 54 4 single single ADJ fis-4904 54 5 fe fe NOUN fis-4904 54 6 analysis analysis NOUN fis-4904 54 7 takes take VERB fis-4904 54 8 three three NUM fis-4904 54 9 to to PART fis-4904 54 10 ten ten NUM fis-4904 54 11 hours hour NOUN fis-4904 54 12 to to PART fis-4904 54 13 complete complete VERB fis-4904 54 14 . . PUNCT fis-4904 55 1 calibration calibration NOUN fis-4904 55 2 without without ADP fis-4904 55 3 proper proper ADJ fis-4904 55 4 guidelines guideline NOUN fis-4904 55 5 of of ADP fis-4904 55 6 the the DET fis-4904 55 7 value value NOUN fis-4904 55 8 range range NOUN fis-4904 55 9 may may AUX fis-4904 55 10 consume consume VERB fis-4904 55 11 more more ADJ fis-4904 55 12 time time NOUN fis-4904 55 13 , , PUNCT fis-4904 55 14 leading lead VERB fis-4904 55 15 to to ADP fis-4904 55 16 higher high ADJ fis-4904 55 17 computational computational ADJ fis-4904 55 18 costs cost NOUN fis-4904 55 19 . . PUNCT fis-4904 56 1 moreover moreover ADV fis-4904 56 2 , , PUNCT fis-4904 56 3 a a DET fis-4904 56 4 reasonable reasonable ADJ fis-4904 56 5 initial initial ADJ fis-4904 56 6 prediction prediction NOUN fis-4904 56 7 is be AUX fis-4904 56 8 needed need VERB fis-4904 56 9 before before ADP fis-4904 56 10 starting start VERB fis-4904 56 11 numerical numerical ADJ fis-4904 56 12 modelling modelling NOUN fis-4904 56 13 as as SCONJ fis-4904 56 14 finite finite PROPN fis-4904 56 15 element element NOUN fis-4904 56 16 software software NOUN fis-4904 56 17 requires require VERB fis-4904 56 18 some some DET fis-4904 56 19 interaction interaction NOUN fis-4904 56 20 value value NOUN fis-4904 56 21 to to PART fis-4904 56 22 input input NOUN fis-4904 56 23 . . PUNCT fis-4904 57 1 considering consider VERB fis-4904 57 2 these these DET fis-4904 57 3 aspects aspect NOUN fis-4904 57 4 , , PUNCT fis-4904 57 5 this this DET fis-4904 57 6 study study NOUN fis-4904 57 7 initially initially ADV fis-4904 57 8 predicts predict VERB fis-4904 57 9 the the DET fis-4904 57 10 failure failure NOUN fis-4904 57 11 pattern pattern NOUN fis-4904 57 12 of of ADP fis-4904 57 13 reference reference NOUN fis-4904 57 14 specimens specimen NOUN fis-4904 57 15 , , PUNCT fis-4904 57 16 and and CCONJ fis-4904 57 17 the the DET fis-4904 57 18 fe fe NOUN fis-4904 57 19 modeling modeling NOUN fis-4904 57 20 has have AUX fis-4904 57 21 been be AUX fis-4904 57 22 completed complete VERB fis-4904 57 23 according accord VERB fis-4904 57 24 to to ADP fis-4904 57 25 the the DET fis-4904 57 26 prediction prediction NOUN fis-4904 57 27 . . PUNCT fis-4904 58 1 later later ADV fis-4904 58 2 , , PUNCT fis-4904 58 3 the the DET fis-4904 58 4 predicted predict VERB fis-4904 58 5 bond bond NOUN fis-4904 58 6 behaviour behaviour NOUN fis-4904 58 7 's 's PART fis-4904 58 8 effectiveness effectiveness NOUN fis-4904 58 9 was be AUX fis-4904 58 10 checked check VERB fis-4904 58 11 by by ADP fis-4904 58 12 comparing compare VERB fis-4904 58 13 the the DET fis-4904 58 14 result result NOUN fis-4904 58 15 with with ADP fis-4904 58 16 the the DET fis-4904 58 17 reference reference NOUN fis-4904 58 18 experimental experimental ADJ fis-4904 58 19 specimens specimen NOUN fis-4904 58 20 [ [ X fis-4904 58 21 12,21 12,21 NUM fis-4904 58 22 ] ] PUNCT fis-4904 58 23 . . PUNCT fis-4904 59 1 besides besides SCONJ fis-4904 59 2 , , PUNCT fis-4904 59 3 previous previous ADJ fis-4904 59 4 studies study NOUN fis-4904 59 5 showed show VERB fis-4904 59 6 a a DET fis-4904 59 7 deviation deviation NOUN fis-4904 59 8 of of ADP fis-4904 59 9 fem fem NOUN fis-4904 59 10 stiffness stiffness NOUN fis-4904 59 11 from from ADP fis-4904 59 12 the the DET fis-4904 59 13 experiment experiment NOUN fis-4904 59 14 . . PUNCT fis-4904 60 1 therefore therefore ADV fis-4904 60 2 , , PUNCT fis-4904 60 3 this this DET fis-4904 60 4 study study NOUN fis-4904 60 5 has have AUX fis-4904 60 6 emphasized emphasize VERB fis-4904 60 7 on on ADP fis-4904 60 8 predicting predict VERB fis-4904 60 9 the the DET fis-4904 60 10 maximum maximum ADJ fis-4904 60 11 bond bond NOUN fis-4904 60 12 stress stress NOUN fis-4904 60 13 and and CCONJ fis-4904 60 14 stiffness stiffness NOUN fis-4904 60 15 of of ADP fis-4904 60 16 the the DET fis-4904 60 17 fe fe NOUN fis-4904 60 18 models.in models.in X fis-4904 60 19 short short ADJ fis-4904 60 20 , , PUNCT fis-4904 60 21 the the DET fis-4904 60 22 main main ADJ fis-4904 60 23 objective objective NOUN fis-4904 60 24 of of ADP fis-4904 60 25 this this DET fis-4904 60 26 study study NOUN fis-4904 60 27 is be AUX fis-4904 60 28 to to PART fis-4904 60 29 propose propose VERB fis-4904 60 30 a a DET fis-4904 60 31 well well ADV fis-4904 60 32 - - PUNCT fis-4904 60 33 defined define VERB fis-4904 60 34 fe fe NOUN fis-4904 60 35 modeling modeling NOUN fis-4904 60 36 strategy strategy NOUN fis-4904 60 37 in in ADP fis-4904 60 38 abaqus abaqus NOUN fis-4904 60 39 to to PART fis-4904 60 40 predict predict VERB fis-4904 60 41 the the DET fis-4904 60 42 bondslip bondslip ADJ fis-4904 60 43 relationship relationship NOUN fis-4904 60 44 of of ADP fis-4904 60 45 reinforced reinforce VERB fis-4904 60 46 concrete concrete NOUN fis-4904 60 47 under under ADP fis-4904 60 48 the the DET fis-4904 60 49 pullout pullout NOUN fis-4904 60 50 test test NOUN fis-4904 60 51 using use VERB fis-4904 60 52 surface surface NOUN fis-4904 60 53 - - PUNCT fis-4904 60 54 based base VERB fis-4904 60 55 cohesive cohesive ADJ fis-4904 60 56 behaviour behaviour NOUN fis-4904 60 57 as as ADP fis-4904 60 58 the the DET fis-4904 60 59 interaction interaction NOUN fis-4904 60 60 between between ADP fis-4904 60 61 reinforcement reinforcement NOUN fis-4904 60 62 and and CCONJ fis-4904 60 63 concrete concrete NOUN fis-4904 60 64 . . PUNCT fis-4904 61 1 the the DET fis-4904 61 2 effectiveness effectiveness NOUN fis-4904 61 3 of of ADP fis-4904 61 4 the the DET fis-4904 61 5 proposed propose VERB fis-4904 61 6 finite finite PROPN fis-4904 61 7 element element NOUN fis-4904 61 8 modeling modeling NOUN fis-4904 61 9 strategy strategy NOUN fis-4904 61 10 was be AUX fis-4904 61 11 then then ADV fis-4904 61 12 studied study VERB fis-4904 61 13 by by ADP fis-4904 61 14 comparing compare VERB fis-4904 61 15 the the DET fis-4904 61 16 experimental experimental ADJ fis-4904 61 17 work work NOUN fis-4904 61 18 of of ADP fis-4904 61 19 deng deng PROPN fis-4904 61 20 et et PROPN fis-4904 61 21 al al PROPN fis-4904 61 22 . . PUNCT fis-4904 62 1 [ [ X fis-4904 62 2 21 21 NUM fis-4904 62 3 ] ] PUNCT fis-4904 62 4 and and CCONJ fis-4904 62 5 tang tang NOUN fis-4904 62 6 and and CCONJ fis-4904 62 7 cheng cheng PROPN fis-4904 63 1 [ [ X fis-4904 63 2 12 12 NUM fis-4904 63 3 ] ] PUNCT fis-4904 63 4 with with ADP fis-4904 63 5 respect respect NOUN fis-4904 63 6 to to ADP fis-4904 63 7 the the DET fis-4904 63 8 bond bond NOUN fis-4904 63 9 - - PUNCT fis-4904 63 10 slip slip NOUN fis-4904 63 11 curve curve NOUN fis-4904 63 12 and and CCONJ fis-4904 63 13 failure failure NOUN fis-4904 63 14 pattern pattern NOUN fis-4904 63 15 . . PUNCT fis-4904 64 1 m. m. NOUN fis-4904 64 2 b. b. PROPN fis-4904 64 3 prince prince PROPN fis-4904 64 4 et et PROPN fis-4904 64 5 alii alii PROPN fis-4904 64 6 , , PUNCT fis-4904 64 7 frattura frattura PROPN fis-4904 64 8 ed ed PROPN fis-4904 64 9 integrità integrità PROPN fis-4904 64 10 strutturale strutturale PROPN fis-4904 64 11 , , PUNCT fis-4904 64 12 69 69 NUM fis-4904 64 13 ( ( PUNCT fis-4904 64 14 2024 2024 NUM fis-4904 64 15 ) ) PUNCT fis-4904 64 16 154 154 NUM fis-4904 64 17 - - SYM fis-4904 64 18 180 180 NUM fis-4904 64 19 ; ; PUNCT fis-4904 64 20 doi doi NOUN fis-4904 64 21 : : PUNCT fis-4904 64 22 10.3221 10.3221 NUM fis-4904 64 23 / / SYM fis-4904 64 24 igf igf PROPN fis-4904 64 25 - - PUNCT fis-4904 64 26 esis.69.12 esis.69.12 PROPN fis-4904 64 27 156 156 NUM fis-4904 64 28 reference reference NOUN fis-4904 64 29 τmax τmax NOUN fis-4904 64 30 ( ( PUNCT fis-4904 64 31 si si X fis-4904 64 32 unit unit NOUN fis-4904 64 33 ) ) PUNCT fis-4904 64 34 criteria criteria PROPN fis-4904 64 35 model model PROPN fis-4904 64 36 code code PROPN fis-4904 64 37 2010 2010 NUM fis-4904 65 1 [ [ X fis-4904 65 2 2 2 NUM fis-4904 65 3 ] ] PUNCT fis-4904 65 4 ( ( PUNCT fis-4904 65 5 pullout pullout NOUN fis-4904 65 6 failure failure NOUN fis-4904 65 7 ) ) PUNCT fis-4904 65 8     SPACE fis-4904 65 9 ' ' PUNCT fis-4904 65 10 max max PROPN fis-4904 65 11 cτ cτ ADP fis-4904 66 1 = = NOUN fis-4904 66 2 2.5 2.5 NUM fis-4904 66 3 f f NOUN fis-4904 67 1 this this DET fis-4904 67 2 equation equation NOUN fis-4904 67 3 is be AUX fis-4904 67 4 valid valid ADJ fis-4904 67 5 for for ADP fis-4904 67 6 pullout pullout NOUN fis-4904 67 7 failure failure NOUN fis-4904 67 8 with with ADP fis-4904 67 9 b b PROPN fis-4904 67 10 c c PROPN fis-4904 67 11 5 5 NUM fis-4904 67 12 d d NOUN fis-4904 67 13   NUM fis-4904 67 14 model model NOUN fis-4904 67 15 code code NOUN fis-4904 67 16 2010 2010 NUM fis-4904 68 1 [ [ X fis-4904 68 2 2 2 X fis-4904 68 3 ] ] PUNCT fis-4904 68 4 ( ( PUNCT fis-4904 68 5 splitting splitting NOUN fis-4904 68 6 failure failure NOUN fis-4904 68 7 ) ) PUNCT fis-4904 69 1 0.25c 0.25c NUM fis-4904 69 2 max max PROPN fis-4904 69 3 f f X fis-4904 69 4     SPACE fis-4904 69 5 ' ' PUNCT fis-4904 69 6 τ τ PROPN fis-4904 69 7 = = NOUN fis-4904 69 8 7.0 7.0 NUM fis-4904 69 9 ( ( PUNCT fis-4904 69 10 ) ) PUNCT fis-4904 69 11 20 20 NUM fis-4904 69 12 this this DET fis-4904 69 13 equation equation NOUN fis-4904 69 14 is be AUX fis-4904 69 15 valid valid ADJ fis-4904 69 16 for for ADP fis-4904 69 17 splitting splitting NOUN fis-4904 69 18 failure failure NOUN fis-4904 69 19 without without ADP fis-4904 69 20 confinement confinement PROPN fis-4904 69 21 model model PROPN fis-4904 69 22 code code PROPN fis-4904 69 23 2010 2010 NUM fis-4904 70 1 [ [ X fis-4904 70 2 2 2 X fis-4904 70 3 ] ] PUNCT fis-4904 70 4 ( ( PUNCT fis-4904 70 5 splitting split VERB fis-4904 70 6 failure failure NOUN fis-4904 70 7 with with ADP fis-4904 70 8 confinement confinement NOUN fis-4904 70 9 ) ) PUNCT fis-4904 70 10 0.25c 0.25c NUM fis-4904 70 11 max max PROPN fis-4904 70 12 f f X fis-4904 70 13     SPACE fis-4904 70 14 ' ' PUNCT fis-4904 70 15 τ τ PROPN fis-4904 70 16 = = PROPN fis-4904 70 17 8.0 8.0 NUM fis-4904 70 18 ( ( PUNCT fis-4904 70 19 ) ) PUNCT fis-4904 70 20 20 20 NUM fis-4904 70 21 this this DET fis-4904 70 22 equation equation NOUN fis-4904 70 23 is be AUX fis-4904 70 24 valid valid ADJ fis-4904 70 25 for for ADP fis-4904 70 26 splitting split VERB fis-4904 70 27 failure failure NOUN fis-4904 70 28 with with ADP fis-4904 70 29 confinement confinement NOUN fis-4904 70 30 sturm sturm PROPN fis-4904 70 31 and and CCONJ fis-4904 70 32 visintin visintin VERB fis-4904 70 33 [ [ X fis-4904 70 34 3 3 NUM fis-4904 70 35 ] ] X fis-4904 70 36   NOUN fis-4904 70 37   PROPN fis-4904 70 38 ' ' PART fis-4904 70 39 max max NOUN fis-4904 70 40 cτ cτ PROPN fis-4904 70 41 = = NOUN fis-4904 71 1 0.0018c+0.186 0.0018c+0.186 NOUN fis-4904 71 2 f f X fis-4904 71 3     SPACE fis-4904 71 4 this this DET fis-4904 71 5 equation equation NOUN fis-4904 71 6 was be AUX fis-4904 71 7 proposed propose VERB fis-4904 71 8 for for ADP fis-4904 71 9 uhpfrc uhpfrc NOUN fis-4904 71 10 . . PUNCT fis-4904 72 1 no no DET fis-4904 72 2 limitation limitation NOUN fis-4904 72 3 of of ADP fis-4904 72 4 failure failure NOUN fis-4904 72 5 pattern pattern NOUN fis-4904 72 6 was be AUX fis-4904 72 7 found find VERB fis-4904 72 8 . . PUNCT fis-4904 73 1 esfahani esfahani PROPN fis-4904 73 2 and and CCONJ fis-4904 73 3 rangan rangan VERB fis-4904 73 4 [ [ X fis-4904 73 5 4 4 NUM fis-4904 73 6 ] ] SYM fis-4904 73 7 b b X fis-4904 73 8 max max PROPN fis-4904 74 1 ct ct PROPN fis-4904 74 2 b b PROPN fis-4904 74 3 c c X fis-4904 74 4 / / SYM fis-4904 74 5 d d NOUN fis-4904 74 6 +0.5 +0.5 NUM fis-4904 74 7 τ τ PROPN fis-4904 74 8 = = NOUN fis-4904 74 9 8.6 8.6 NUM fis-4904 74 10 f f NOUN fis-4904 74 11 c c X fis-4904 74 12 / / SYM fis-4904 74 13 d d NOUN fis-4904 74 14 +5.5 +5.5 NUM fis-4904 74 15   NOUN fis-4904 74 16   PROPN fis-4904 74 17   PROPN fis-4904 74 18   PROPN fis-4904 75 1   PROPN fis-4904 75 2   NOUN fis-4904 75 3 the the DET fis-4904 75 4 formula formula NOUN fis-4904 75 5 was be AUX fis-4904 75 6 proposed propose VERB fis-4904 75 7 for for ADP fis-4904 75 8 high high ADJ fis-4904 75 9 - - PUNCT fis-4904 75 10 strength strength NOUN fis-4904 75 11 concrete concrete NOUN fis-4904 75 12 with with ADP fis-4904 75 13 compressive compressive ADJ fis-4904 75 14 strength strength NOUN fis-4904 75 15 equal equal ADJ fis-4904 75 16 to to ADP fis-4904 75 17 or or CCONJ fis-4904 75 18 greater great ADJ fis-4904 75 19 than than ADP fis-4904 75 20 50 50 NUM fis-4904 75 21 mpa mpa NOUN fis-4904 75 22 . . PUNCT fis-4904 76 1 moreover moreover ADV fis-4904 76 2 , , PUNCT fis-4904 76 3 b b PROPN fis-4904 76 4 c c NOUN fis-4904 76 5 1 1 NUM fis-4904 76 6 d d NOUN fis-4904 76 7   NUM fis-4904 76 8 was be AUX fis-4904 76 9 another another DET fis-4904 76 10 criterion criterion NOUN fis-4904 76 11 , , PUNCT fis-4904 76 12 and and CCONJ fis-4904 76 13 most most ADJ fis-4904 76 14 specimens specimen NOUN fis-4904 76 15 using use VERB fis-4904 76 16 the the DET fis-4904 76 17 regression regression NOUN fis-4904 76 18 showed show VERB fis-4904 76 19 failure failure NOUN fis-4904 76 20 due due ADP fis-4904 76 21 to to ADP fis-4904 76 22 bond bond NOUN fis-4904 76 23 . . PUNCT fis-4904 77 1 harajli harajli PROPN fis-4904 77 2 et et PROPN fis-4904 77 3 al al PROPN fis-4904 77 4 . . PUNCT fis-4904 78 1 [ [ X fis-4904 78 2 5 5 NUM fis-4904 78 3 ] ] PUNCT fis-4904 78 4 ' ' PUNCT fis-4904 78 5 max max PROPN fis-4904 78 6 cτ cτ ADP fis-4904 78 7 = = NOUN fis-4904 78 8 2.57 2.57 NUM fis-4904 78 9 f f NOUN fis-4904 78 10     SPACE fis-4904 78 11 this this DET fis-4904 78 12 equation equation NOUN fis-4904 78 13 proposed propose VERB fis-4904 78 14 for for ADP fis-4904 78 15 frc frc NOUN fis-4904 78 16 . . PUNCT fis-4904 79 1 b b X fis-4904 79 2 c c NOUN fis-4904 79 3 = = SYM fis-4904 79 4 3.7 3.7 NUM fis-4904 79 5 d d NOUN fis-4904 79 6 was be AUX fis-4904 79 7 dominant dominant ADJ fis-4904 79 8 among among ADP fis-4904 79 9 the the DET fis-4904 79 10 specimens specimen NOUN fis-4904 79 11 . . PUNCT fis-4904 80 1 huang huang PROPN fis-4904 80 2 et et PROPN fis-4904 80 3 al al PROPN fis-4904 80 4 . . PUNCT fis-4904 81 1 [ [ X fis-4904 81 2 6 6 NUM fis-4904 81 3 ] ] PUNCT fis-4904 81 4     SPACE fis-4904 81 5 ' ' PUNCT fis-4904 81 6 max max NOUN fis-4904 81 7 cτ cτ ADP fis-4904 81 8 = = NOUN fis-4904 81 9 0.45f 0.45f NUM fis-4904 81 10 pullout pullout NOUN fis-4904 81 11 failure failure NOUN fis-4904 81 12 was be AUX fis-4904 81 13 dominant dominant ADJ fis-4904 81 14 in in ADP fis-4904 81 15 the the DET fis-4904 81 16 specimens specimen NOUN fis-4904 81 17 used use VERB fis-4904 81 18 to to PART fis-4904 81 19 generate generate VERB fis-4904 81 20 this this DET fis-4904 81 21 equation equation NOUN fis-4904 81 22 . . PUNCT fis-4904 82 1 oragun oragun PROPN fis-4904 82 2 et et PROPN fis-4904 82 3 al al PROPN fis-4904 82 4 . . PUNCT fis-4904 83 1 [ [ X fis-4904 83 2 7 7 X fis-4904 83 3 ] ] PUNCT fis-4904 83 4     SPACE fis-4904 83 5 ' ' PUNCT fis-4904 83 6 b b NOUN fis-4904 83 7 cmax cmax NOUN fis-4904 83 8 b b X fis-4904 83 9 b b X fis-4904 83 10 dc dc PROPN fis-4904 83 11 τ τ PROPN fis-4904 84 1 = = NOUN fis-4904 84 2 0.083045 0.083045 NUM fis-4904 84 3 1.2 1.2 NUM fis-4904 84 4 + + SYM fis-4904 84 5 3 3 NUM fis-4904 84 6 +50 +50 NUM fis-4904 84 7 f f NOUN fis-4904 84 8 d d X fis-4904 84 9 l l PROPN fis-4904 84 10   NOUN fis-4904 85 1   PROPN fis-4904 85 2   PROPN fis-4904 85 3   PROPN fis-4904 86 1   PROPN fis-4904 86 2   NOUN fis-4904 86 3 most most ADJ fis-4904 86 4 of of ADP fis-4904 86 5 the the DET fis-4904 86 6 data datum NOUN fis-4904 86 7 on on ADP fis-4904 86 8 which which PRON fis-4904 86 9 the the DET fis-4904 86 10 empirical empirical ADJ fis-4904 86 11 equation equation NOUN fis-4904 86 12 is be AUX fis-4904 86 13 based base VERB fis-4904 86 14 are be AUX fis-4904 86 15 for for ADP fis-4904 86 16 b b PROPN fis-4904 86 17 c c PROPN fis-4904 86 18 2.5 2.5 NUM fis-4904 86 19 d d NOUN fis-4904 86 20   NUM fis-4904 86 21 hadi hadi NOUN fis-4904 87 1 [ [ X fis-4904 87 2 8 8 NUM fis-4904 87 3 ] ] PUNCT fis-4904 87 4     SPACE fis-4904 87 5 ' ' PUNCT fis-4904 87 6 b b NOUN fis-4904 87 7 max max PROPN fis-4904 88 1 c c PROPN fis-4904 88 2 b b PROPN fis-4904 88 3 d d X fis-4904 88 4 dc dc PROPN fis-4904 88 5 τ τ PROPN fis-4904 89 1 = = NOUN fis-4904 89 2 0.083045 0.083045 NUM fis-4904 89 3 f f NUM fis-4904 89 4 22.8 22.8 NUM fis-4904 89 5 - - PUNCT fis-4904 89 6 0.208 0.208 NUM fis-4904 89 7 -38.212 -38.212 NOUN fis-4904 90 1 d d NOUN fis-4904 90 2 l l NOUN fis-4904 90 3   PROPN fis-4904 90 4   ADJ fis-4904 90 5   NOUN fis-4904 90 6   NOUN fis-4904 90 7   NOUN fis-4904 90 8   PROPN fis-4904 90 9 splitting splitting NOUN fis-4904 90 10 failure failure NOUN fis-4904 90 11 mode mode NOUN fis-4904 90 12 was be AUX fis-4904 90 13 the the DET fis-4904 90 14 predominant predominant ADJ fis-4904 90 15 type type NOUN fis-4904 90 16 of of ADP fis-4904 90 17 failure failure NOUN fis-4904 90 18 of of ADP fis-4904 90 19 the the DET fis-4904 90 20 tested test VERB fis-4904 90 21 specimen speciman NOUN fis-4904 90 22 soroushian soroushian ADJ fis-4904 90 23 and and CCONJ fis-4904 90 24 choi choi NOUN fis-4904 90 25 [ [ X fis-4904 90 26 9 9 NUM fis-4904 90 27 ] ] PUNCT fis-4904 90 28     SPACE fis-4904 90 29 ' ' PUNCT fis-4904 90 30 cb cb PROPN fis-4904 90 31 max max PROPN fis-4904 90 32 fd fd PROPN fis-4904 90 33 τ τ PROPN fis-4904 90 34 =( =( NOUN fis-4904 90 35 20 20 NUM fis-4904 90 36 ) ) PUNCT fis-4904 90 37 4 4 NUM fis-4904 90 38 30 30 NUM fis-4904 90 39 the the DET fis-4904 90 40 formula formula NOUN fis-4904 90 41 was be AUX fis-4904 90 42 proposed propose VERB fis-4904 90 43 for for ADP fis-4904 90 44 confined confine VERB fis-4904 90 45 concrete concrete NOUN fis-4904 90 46 from from ADP fis-4904 90 47 the the DET fis-4904 90 48 partial partial ADJ fis-4904 90 49 bond bond NOUN fis-4904 90 50 pullout pullout NOUN fis-4904 90 51 test test NOUN fis-4904 90 52 . . PUNCT fis-4904 91 1 the the DET fis-4904 91 2 test test NOUN fis-4904 91 3 specimens specimen NOUN fis-4904 91 4 simulated simulate VERB fis-4904 91 5 the the DET fis-4904 91 6 behavior behavior NOUN fis-4904 91 7 of of ADP fis-4904 91 8 anchored anchored ADJ fis-4904 91 9 bars bar NOUN fis-4904 91 10 with with ADP fis-4904 91 11 b b PROPN fis-4904 91 12 c c NOUN fis-4904 91 13 = = SYM fis-4904 91 14 4 4 NUM fis-4904 91 15 d d NOUN fis-4904 91 16 aslani aslani NOUN fis-4904 91 17 and and CCONJ fis-4904 91 18 samali samali ADJ fis-4904 91 19 [ [ X fis-4904 91 20 10 10 NUM fis-4904 91 21 ] ] SYM fis-4904 91 22 0.6 0.6 NUM fis-4904 91 23     SPACE fis-4904 91 24 ' ' PUNCT fis-4904 92 1 0.55b 0.55b NUM fis-4904 92 2 max max PROPN fis-4904 92 3 b b PROPN fis-4904 92 4 b b PROPN fis-4904 92 5 dc dc PROPN fis-4904 92 6 τ τ PROPN fis-4904 92 7 = = PUNCT fis-4904 92 8 0.679 0.679 NUM fis-4904 92 9 +3.88 +3.88 PROPN fis-4904 92 10 ( ( PUNCT fis-4904 92 11 f f NOUN fis-4904 92 12 c c X fis-4904 92 13 ) ) PUNCT fis-4904 92 14 d d NOUN fis-4904 92 15 l l NOUN fis-4904 92 16   PROPN fis-4904 93 1   PROPN fis-4904 93 2   PROPN fis-4904 93 3   NOUN fis-4904 93 4   PROPN fis-4904 93 5   VERB fis-4904 93 6   VERB fis-4904 94 1   PROPN fis-4904 95 1   PROPN fis-4904 95 2   PROPN fis-4904 95 3   NOUN fis-4904 95 4   NOUN fis-4904 95 5   NOUN fis-4904 96 1   PROPN fis-4904 96 2   PROPN fis-4904 96 3   PROPN fis-4904 96 4 the the DET fis-4904 96 5 empirical empirical ADJ fis-4904 96 6 formula formula NOUN fis-4904 96 7 was be AUX fis-4904 96 8 proposed propose VERB fis-4904 96 9 for for ADP fis-4904 96 10 confined confine VERB fis-4904 96 11 concrete concrete NOUN fis-4904 96 12 . . PUNCT fis-4904 97 1 the the DET fis-4904 97 2 failure failure NOUN fis-4904 97 3 pattern pattern NOUN fis-4904 97 4 was be AUX fis-4904 97 5 not not PART fis-4904 97 6 mentioned mention VERB fis-4904 97 7 explicitly explicitly ADV fis-4904 97 8 . . PUNCT fis-4904 98 1 xu xu PROPN fis-4904 99 1 [ [ X fis-4904 99 2 11 11 NUM fis-4904 99 3 ] ] X fis-4904 99 4 b b X fis-4904 99 5 max max PROPN fis-4904 99 6 sv sv PROPN fis-4904 99 7       SPACE fis-4904 99 8 ct ct PROPN fis-4904 99 9 b b PROPN fis-4904 99 10 b b PROPN fis-4904 100 1 d d NOUN fis-4904 100 2 0.7c 0.7c NUM fis-4904 100 3 τ τ PROPN fis-4904 100 4 =( =( NOUN fis-4904 100 5 0.82 0.82 NUM fis-4904 100 6 + + NOUN fis-4904 100 7 0.9 0.9 NUM fis-4904 100 8 ) ) PUNCT fis-4904 100 9 1.6 1.6 NUM fis-4904 100 10 + + SYM fis-4904 100 11 +20 +20 NUM fis-4904 100 12 f f NOUN fis-4904 100 13 l l NOUN fis-4904 100 14 d d NOUN fis-4904 101 1   NOUN fis-4904 101 2   NOUN fis-4904 101 3   PROPN fis-4904 101 4   PROPN fis-4904 101 5   PROPN fis-4904 102 1   PROPN fis-4904 102 2   NOUN fis-4904 102 3 the the DET fis-4904 102 4 empirical empirical ADJ fis-4904 102 5 formula formula NOUN fis-4904 102 6 was be AUX fis-4904 102 7 proposed propose VERB fis-4904 102 8 for for ADP fis-4904 102 9 confined confine VERB fis-4904 102 10 concrete concrete NOUN fis-4904 102 11 . . PUNCT fis-4904 103 1 tang tang PROPN fis-4904 103 2 and and CCONJ fis-4904 103 3 cheng cheng PROPN fis-4904 104 1 [ [ X fis-4904 104 2 12 12 NUM fis-4904 104 3 ] ] PUNCT fis-4904 104 4 by by ADP fis-4904 104 5 simple simple ADJ fis-4904 104 6 regression regression NOUN fis-4904 104 7 , , PUNCT fis-4904 104 8     SPACE fis-4904 104 9 ' ' PUNCT fis-4904 104 10 c0.0193f c0.0193f NOUN fis-4904 104 11 maxτ maxτ NOUN fis-4904 105 1 = = SYM fis-4904 105 2 8.9824e 8.9824e NUM fis-4904 105 3 by by ADP fis-4904 105 4 multiple multiple ADJ fis-4904 105 5 regression regression NOUN fis-4904 105 6 , , PUNCT fis-4904 105 7     SPACE fis-4904 105 8 ' ' PUNCT fis-4904 105 9 max max PROPN fis-4904 105 10 c c PROPN fis-4904 105 11 b b PROPN fis-4904 105 12 b b X fis-4904 105 13 c c PROPN fis-4904 105 14 τ τ X fis-4904 105 15 = = NOUN fis-4904 105 16 0.384702f 0.384702f PROPN fis-4904 105 17 -1.73018d -1.73018d PROPN fis-4904 106 1 -7.40323 -7.40323 PROPN fis-4904 107 1 +65.90284 +65.90284 X fis-4904 108 1 d d X fis-4904 108 2 the the DET fis-4904 108 3 formula formula NOUN fis-4904 108 4 was be AUX fis-4904 108 5 proposed propose VERB fis-4904 108 6 for for ADP fis-4904 108 7 confined confine VERB fis-4904 108 8 concrete concrete NOUN fis-4904 108 9 . . PUNCT fis-4904 109 1 both both PRON fis-4904 109 2 pullout pullout NOUN fis-4904 109 3 and and CCONJ fis-4904 109 4 splitting splitting NOUN fis-4904 109 5 failures failure NOUN fis-4904 109 6 exhibited exhibit VERB fis-4904 109 7 on on ADP fis-4904 109 8 the the DET fis-4904 109 9 used use VERB fis-4904 109 10 specimens specimen NOUN fis-4904 109 11 τmax= τmax= NUM fis-4904 109 12 maximum maximum ADJ fis-4904 109 13 bond bond NOUN fis-4904 109 14 stress stress NOUN fis-4904 109 15 , , PUNCT fis-4904 109 16 db= db= ADJ fis-4904 109 17 diameter diameter NOUN fis-4904 109 18 of of ADP fis-4904 109 19 pulled pull VERB fis-4904 109 20 reinforcement reinforcement NOUN fis-4904 109 21 , , PUNCT fis-4904 109 22 lb lb DET fis-4904 109 23 = = ADJ fis-4904 109 24 bonded bond VERB fis-4904 109 25 length length NOUN fis-4904 109 26 in in ADP fis-4904 109 27 pullout pullout NOUN fis-4904 109 28 specimen speciman NOUN fis-4904 109 29 , , PUNCT fis-4904 109 30 c c NOUN fis-4904 109 31 = = SYM fis-4904 109 32 concrete concrete ADJ fis-4904 109 33 cover cover NOUN fis-4904 109 34 to to ADP fis-4904 109 35 pulled pull VERB fis-4904 109 36 steel steel NOUN fis-4904 109 37 , , PUNCT fis-4904 109 38 c c X fis-4904 109 39 / / SYM fis-4904 109 40 db= db= ADJ fis-4904 109 41 cover cover NOUN fis-4904 109 42 to to ADP fis-4904 109 43 diameter diameter NOUN fis-4904 109 44 of of ADP fis-4904 109 45 pulled pull VERB fis-4904 109 46 reinforcement reinforcement NOUN fis-4904 109 47 ratio ratio NOUN fis-4904 109 48 , , PUNCT fis-4904 109 49 ds= ds= NOUN fis-4904 109 50 diameter diameter NOUN fis-4904 109 51 of of ADP fis-4904 109 52 confining confine VERB fis-4904 109 53 reinforcement reinforcement NOUN fis-4904 109 54 , , PUNCT fis-4904 109 55 fc’= fc’= PROPN fis-4904 109 56 compressive compressive ADJ fis-4904 109 57 strength strength NOUN fis-4904 109 58 of of ADP fis-4904 109 59 concrete concrete NOUN fis-4904 109 60 , , PUNCT fis-4904 109 61 fct= fct= NOUN fis-4904 109 62 tensile tensile NOUN fis-4904 109 63 strength strength NOUN fis-4904 109 64 of of ADP fis-4904 109 65 concrete concrete NOUN fis-4904 109 66 , , PUNCT fis-4904 109 67 fy= fy= NOUN fis-4904 109 68 yield yield NOUN fis-4904 109 69 strength strength NOUN fis-4904 109 70 of of ADP fis-4904 109 71 reinforcement reinforcement NOUN fis-4904 109 72 , , PUNCT fis-4904 109 73 sv sv ADP fis-4904 109 74       SPACE fis-4904 109 75   NOUN fis-4904 109 76 = = SYM fis-4904 109 77 stirrup stirrup NOUN fis-4904 109 78 ratio ratio NOUN fis-4904 109 79 table table NOUN fis-4904 109 80 1 1 NUM fis-4904 109 81 : : PUNCT fis-4904 109 82 maximum maximum ADJ fis-4904 109 83 bond bond NOUN fis-4904 109 84 stress stress NOUN fis-4904 109 85 equation equation NOUN fis-4904 109 86 from from ADP fis-4904 109 87 different different ADJ fis-4904 109 88 literatures literature NOUN fis-4904 109 89 and and CCONJ fis-4904 109 90 their their PRON fis-4904 109 91 criteria criterion NOUN fis-4904 109 92 . . PUNCT fis-4904 110 1 m. m. PROPN fis-4904 110 2 b. b. PROPN fis-4904 110 3 prince prince PROPN fis-4904 110 4 et et PROPN fis-4904 110 5 alii alii PROPN fis-4904 110 6 , , PUNCT fis-4904 110 7 frattura frattura PROPN fis-4904 110 8 ed ed PROPN fis-4904 110 9 integrità integrità PROPN fis-4904 110 10 strutturale strutturale PROPN fis-4904 110 11 , , PUNCT fis-4904 110 12 69 69 NUM fis-4904 110 13 ( ( PUNCT fis-4904 110 14 2024 2024 NUM fis-4904 110 15 ) ) PUNCT fis-4904 110 16 154 154 NUM fis-4904 110 17 - - SYM fis-4904 110 18 180 180 NUM fis-4904 110 19 ; ; PUNCT fis-4904 110 20 doi doi NOUN fis-4904 110 21 : : PUNCT fis-4904 110 22 10.3221 10.3221 NUM fis-4904 110 23 / / SYM fis-4904 110 24 igf igf PROPN fis-4904 110 25 - - PUNCT fis-4904 110 26 esis.69.12 esis.69.12 PROPN fis-4904 110 27 157 157 NUM fis-4904 110 28 description description NOUN fis-4904 110 29 of of ADP fis-4904 110 30 reference reference NOUN fis-4904 110 31 specimens specimen VERB fis-4904 110 32 hree hree ADJ fis-4904 110 33 reference reference NOUN fis-4904 110 34 specimens specimen VERB fis-4904 110 35 from from ADP fis-4904 110 36 deng deng PROPN fis-4904 110 37 et et PROPN fis-4904 110 38 al al PROPN fis-4904 110 39 . . PUNCT fis-4904 111 1 [ [ X fis-4904 111 2 21 21 NUM fis-4904 111 3 ] ] PUNCT fis-4904 111 4 have have AUX fis-4904 111 5 been be AUX fis-4904 111 6 selected select VERB fis-4904 111 7 to to PART fis-4904 111 8 validate validate VERB fis-4904 111 9 the the DET fis-4904 111 10 proposed propose VERB fis-4904 111 11 finite finite NOUN fis-4904 111 12 element element NOUN fis-4904 111 13 modeling model VERB fis-4904 111 14 strategy strategy NOUN fis-4904 111 15 with with ADP fis-4904 111 16 the the DET fis-4904 111 17 experimental experimental ADJ fis-4904 111 18 data datum NOUN fis-4904 111 19 . . PUNCT fis-4904 112 1 these these DET fis-4904 112 2 specimens specimen NOUN fis-4904 112 3 contain contain VERB fis-4904 112 4 both both PRON fis-4904 112 5 plain plain ADJ fis-4904 112 6 concrete concrete ADJ fis-4904 112 7 and and CCONJ fis-4904 112 8 engineered engineer VERB fis-4904 112 9 cementitious cementitious ADJ fis-4904 112 10 composite composite NOUN fis-4904 112 11 . . PUNCT fis-4904 113 1 another another DET fis-4904 113 2 specimen speciman NOUN fis-4904 113 3 from from ADP fis-4904 113 4 tang tang PROPN fis-4904 113 5 and and CCONJ fis-4904 113 6 cheng cheng PROPN fis-4904 114 1 [ [ X fis-4904 114 2 12 12 NUM fis-4904 114 3 ] ] PUNCT fis-4904 114 4 has have AUX fis-4904 114 5 been be AUX fis-4904 114 6 selected select VERB fis-4904 114 7 to to PART fis-4904 114 8 check check VERB fis-4904 114 9 the the DET fis-4904 114 10 performance performance NOUN fis-4904 114 11 of of ADP fis-4904 114 12 the the DET fis-4904 114 13 proposed propose VERB fis-4904 114 14 fem fem NOUN fis-4904 114 15 strategy strategy NOUN fis-4904 114 16 of of ADP fis-4904 114 17 concrete concrete NOUN fis-4904 114 18 with with ADP fis-4904 114 19 confinement confinement NOUN fis-4904 114 20 . . PUNCT fis-4904 115 1 the the DET fis-4904 115 2 testing testing NOUN fis-4904 115 3 procedure procedure NOUN fis-4904 115 4 for for ADP fis-4904 115 5 all all DET fis-4904 115 6 reference reference NOUN fis-4904 115 7 specimens specimen NOUN fis-4904 115 8 was be AUX fis-4904 115 9 almost almost ADV fis-4904 115 10 the the DET fis-4904 115 11 same same ADJ fis-4904 115 12 . . PUNCT fis-4904 116 1 a a DET fis-4904 116 2 universal universal ADJ fis-4904 116 3 testing testing NOUN fis-4904 116 4 machine machine NOUN fis-4904 116 5 provided provide VERB fis-4904 116 6 the the DET fis-4904 116 7 pullout pullout NOUN fis-4904 116 8 load load NOUN fis-4904 116 9 at at ADP fis-4904 116 10 a a DET fis-4904 116 11 specific specific ADJ fis-4904 116 12 displacement displacement NOUN fis-4904 116 13 - - PUNCT fis-4904 116 14 controlled control VERB fis-4904 116 15 rate rate NOUN fis-4904 116 16 . . PUNCT fis-4904 117 1 schematic schematic ADJ fis-4904 117 2 diagrams diagram NOUN fis-4904 117 3 of of ADP fis-4904 117 4 the the DET fis-4904 117 5 reference reference NOUN fis-4904 117 6 specimens specimen NOUN fis-4904 117 7 are be AUX fis-4904 117 8 shown show VERB fis-4904 117 9 in in ADP fis-4904 117 10 fig fig NOUN fis-4904 117 11 . . PUNCT fis-4904 118 1 1(a)-(b 1(a)-(b NUM fis-4904 118 2 ) ) PUNCT fis-4904 118 3 . . PUNCT fis-4904 119 1 in in ADP fis-4904 119 2 the the DET fis-4904 119 3 reference reference NOUN fis-4904 119 4 experimental experimental ADJ fis-4904 119 5 program program NOUN fis-4904 119 6 , , PUNCT fis-4904 119 7 eqns eqns PROPN fis-4904 119 8 . . PUNCT fis-4904 120 1 ( ( PUNCT fis-4904 120 2 1)-(2 1)-(2 NUM fis-4904 120 3 ) ) PUNCT fis-4904 120 4 were be AUX fis-4904 120 5 used use VERB fis-4904 120 6 to to PART fis-4904 120 7 calculate calculate VERB fis-4904 120 8 the the DET fis-4904 120 9 bond bond NOUN fis-4904 120 10 stress stress NOUN fis-4904 120 11 and and CCONJ fis-4904 120 12 slip slip NOUN fis-4904 120 13 of of ADP fis-4904 120 14 bonded bond VERB fis-4904 120 15 concrete concrete NOUN fis-4904 120 16 and and CCONJ fis-4904 120 17 reinforcement reinforcement NOUN fis-4904 120 18 . . PUNCT fis-4904 121 1 the the DET fis-4904 121 2 material material NOUN fis-4904 121 3 properties property NOUN fis-4904 121 4 and and CCONJ fis-4904 121 5 dimensions dimension NOUN fis-4904 121 6 of of ADP fis-4904 121 7 the the DET fis-4904 121 8 selected select VERB fis-4904 121 9 specimens specimen NOUN fis-4904 121 10 are be AUX fis-4904 121 11 shown show VERB fis-4904 121 12 in in ADP fis-4904 121 13 tab tab NOUN fis-4904 121 14 . . PUNCT fis-4904 122 1 2 2 X fis-4904 122 2 . . X fis-4904 123 1 a a DET fis-4904 123 2 f f NOUN fis-4904 123 3 τ= τ= PRON fis-4904 123 4         SPACE fis-4904 123 5 πdl πdl PROPN fis-4904 123 6 ( ( PUNCT fis-4904 123 7 1 1 NUM fis-4904 123 8 ) ) PUNCT fis-4904 123 9 l l NOUN fis-4904 123 10 fs fs ADP fis-4904 124 1 + + NOUN fis-4904 124 2 s s PART fis-4904 124 3 s= s= NOUN fis-4904 124 4       SPACE fis-4904 124 5 2 2 NUM fis-4904 124 6 ( ( PUNCT fis-4904 124 7 2 2 NUM fis-4904 124 8 ) ) PUNCT fis-4904 124 9 where where SCONJ fis-4904 124 10 , , PUNCT fis-4904 124 11 τ τ PROPN fis-4904 124 12 is be AUX fis-4904 124 13 the the DET fis-4904 124 14 bond bond NOUN fis-4904 124 15 stress stress NOUN fis-4904 124 16 , , PUNCT fis-4904 124 17 s s VERB fis-4904 124 18 is be AUX fis-4904 124 19 the the DET fis-4904 124 20 slip slip NOUN fis-4904 124 21 , , PUNCT fis-4904 124 22 f f PROPN fis-4904 124 23 is be AUX fis-4904 124 24 the the DET fis-4904 124 25 applied applied ADJ fis-4904 124 26 load load NOUN fis-4904 124 27 , , PUNCT fis-4904 124 28 d d PROPN fis-4904 124 29 is be AUX fis-4904 124 30 the the DET fis-4904 124 31 bar bar NOUN fis-4904 124 32 diameter diameter NOUN fis-4904 124 33 , , PUNCT fis-4904 124 34 la la X fis-4904 124 35 is be AUX fis-4904 124 36 the the DET fis-4904 124 37 bonded bond VERB fis-4904 124 38 length length NOUN fis-4904 124 39 , , PUNCT fis-4904 124 40 sl sl NOUN fis-4904 124 41 and and CCONJ fis-4904 124 42 sf sf PROPN fis-4904 124 43 are be AUX fis-4904 124 44 the the DET fis-4904 124 45 slips slip NOUN fis-4904 124 46 at at ADP fis-4904 124 47 the the DET fis-4904 124 48 loaded loaded ADJ fis-4904 124 49 end end NOUN fis-4904 124 50 and and CCONJ fis-4904 124 51 the the DET fis-4904 124 52 free free ADJ fis-4904 124 53 end end NOUN fis-4904 124 54 , , PUNCT fis-4904 124 55 respectively respectively ADV fis-4904 124 56 . . PUNCT fis-4904 125 1 ( ( PUNCT fis-4904 125 2 a a X fis-4904 125 3 ) ) PUNCT fis-4904 125 4 ( ( PUNCT fis-4904 125 5 b b X fis-4904 125 6 ) ) PUNCT fis-4904 125 7 figure figure NOUN fis-4904 125 8 1 1 NUM fis-4904 125 9 : : PUNCT fis-4904 125 10 schematic schematic ADJ fis-4904 125 11 diagram diagram NOUN fis-4904 125 12 of of ADP fis-4904 125 13 reference reference NOUN fis-4904 125 14 specimens specimen NOUN fis-4904 125 15 ( ( PUNCT fis-4904 125 16 a a X fis-4904 125 17 ) ) PUNCT fis-4904 125 18 e1r16 e1r16 ADJ fis-4904 125 19 , , PUNCT fis-4904 125 20 c1r20 c1r20 ADJ fis-4904 125 21 , , PUNCT fis-4904 125 22 e1r16 e1r16 PROPN fis-4904 125 23 - - SYM fis-4904 125 24 60 60 NUM fis-4904 126 1 [ [ X fis-4904 126 2 21 21 NUM fis-4904 126 3 ] ] PUNCT fis-4904 126 4 ( ( PUNCT fis-4904 126 5 b b NOUN fis-4904 126 6 ) ) PUNCT fis-4904 126 7 c20#8 c20#8 VERB fis-4904 126 8 [ [ X fis-4904 126 9 12 12 NUM fis-4904 126 10 ] ] PUNCT fis-4904 126 11 ( ( PUNCT fis-4904 126 12 the the DET fis-4904 126 13 variable variable ADJ fis-4904 126 14 l l NOUN fis-4904 126 15 and and CCONJ fis-4904 126 16 db db PROPN fis-4904 126 17 can can AUX fis-4904 126 18 be be AUX fis-4904 126 19 found find VERB fis-4904 126 20 in in ADP fis-4904 126 21 tab tab NOUN fis-4904 126 22 . . PUNCT fis-4904 127 1 2 2 NUM fis-4904 127 2 ) ) PUNCT fis-4904 127 3 . . PUNCT fis-4904 128 1 t t PROPN fis-4904 128 2 m. m. PROPN fis-4904 128 3 b. b. PROPN fis-4904 128 4 prince prince PROPN fis-4904 128 5 et et PROPN fis-4904 128 6 alii alii PROPN fis-4904 128 7 , , PUNCT fis-4904 128 8 frattura frattura PROPN fis-4904 128 9 ed ed PROPN fis-4904 128 10 integrità integrità PROPN fis-4904 128 11 strutturale strutturale PROPN fis-4904 128 12 , , PUNCT fis-4904 128 13 69 69 NUM fis-4904 128 14 ( ( PUNCT fis-4904 128 15 2024 2024 NUM fis-4904 128 16 ) ) PUNCT fis-4904 128 17 154 154 NUM fis-4904 128 18 - - SYM fis-4904 128 19 180 180 NUM fis-4904 128 20 ; ; PUNCT fis-4904 128 21 doi doi NOUN fis-4904 128 22 : : PUNCT fis-4904 128 23 10.3221 10.3221 NUM fis-4904 128 24 / / SYM fis-4904 128 25 igf igf PROPN fis-4904 128 26 - - PUNCT fis-4904 128 27 esis.69.12 esis.69.12 PROPN fis-4904 128 28 158 158 NUM fis-4904 128 29 references reference NOUN fis-4904 128 30 specimen speciman NOUN fis-4904 128 31 section section NOUN fis-4904 128 32 size size NOUN fis-4904 128 33 ( ( PUNCT fis-4904 128 34 mm×mm mm×mm PROPN fis-4904 128 35 ) ) PUNCT fis-4904 128 36 db(mm db(mm NOUN fis-4904 128 37 ) ) PUNCT fis-4904 129 1 lb lb PROPN fis-4904 129 2 ( ( PUNCT fis-4904 129 3 mm mm INTJ fis-4904 129 4 ) ) PUNCT fis-4904 129 5 c c NOUN fis-4904 129 6 ( ( PUNCT fis-4904 129 7 mm mm PROPN fis-4904 129 8 ) ) PUNCT fis-4904 129 9 b b NOUN fis-4904 130 1 c c NOUN fis-4904 130 2 d d X fis-4904 130 3 ds ds X fis-4904 130 4 ( ( PUNCT fis-4904 130 5 mm mm NOUN fis-4904 130 6 ) ) PUNCT fis-4904 130 7 f’c f’c PROPN fis-4904 130 8 ( ( PUNCT fis-4904 130 9 mpa mpa PROPN fis-4904 130 10 ) ) PUNCT fis-4904 130 11 f'y f'y ADV fis-4904 130 12 ( ( PUNCT fis-4904 130 13 mpa mpa PROPN fis-4904 130 14 ) ) PUNCT fis-4904 130 15 deng deng PROPN fis-4904 130 16 et et PROPN fis-4904 130 17 al al PROPN fis-4904 130 18 . . PUNCT fis-4904 131 1 [ [ X fis-4904 131 2 21 21 NUM fis-4904 131 3 ] ] X fis-4904 131 4 e1r16 e1r16 VERB fis-4904 132 1 150×150 150×150 NUM fis-4904 132 2 16 16 NUM fis-4904 132 3 80 80 NUM fis-4904 132 4 67 67 NUM fis-4904 132 5 4.19 4.19 NUM fis-4904 132 6 57.2 57.2 NUM fis-4904 132 7 471 471 NUM fis-4904 132 8 c1r20 c1r20 ADP fis-4904 132 9 150×150 150×150 NUM fis-4904 132 10 20 20 NUM fis-4904 132 11 100 100 NUM fis-4904 132 12 65 65 NUM fis-4904 132 13 3.25 3.25 NUM fis-4904 132 14 50.9 50.9 NUM fis-4904 132 15 412 412 NUM fis-4904 132 16 e1r16 e1r16 PROPN fis-4904 132 17 - - PUNCT fis-4904 132 18 60 60 NUM fis-4904 132 19 60×60 60×60 NUM fis-4904 132 20 16 16 NUM fis-4904 132 21 80 80 NUM fis-4904 132 22 22 22 NUM fis-4904 132 23 1.38 1.38 NUM fis-4904 132 24 57.2 57.2 NUM fis-4904 132 25 471 471 NUM fis-4904 132 26 tang tang NOUN fis-4904 132 27 and and CCONJ fis-4904 132 28 cheng cheng PROPN fis-4904 133 1 [ [ X fis-4904 133 2 12 12 NUM fis-4904 133 3 ] ] PUNCT fis-4904 133 4 c20#8 c20#8 VERB fis-4904 133 5 150×150 150×150 NUM fis-4904 133 6 25 25 NUM fis-4904 133 7 75 75 NUM fis-4904 133 8 62.5 62.5 NUM fis-4904 133 9 2.5 2.5 NUM fis-4904 133 10 10 10 NUM fis-4904 133 11 20.2 20.2 NUM fis-4904 133 12 471 471 NUM fis-4904 133 13 db= db= ADJ fis-4904 133 14 diameter diameter NOUN fis-4904 133 15 of of ADP fis-4904 133 16 pulled pull VERB fis-4904 133 17 reinforcement reinforcement NOUN fis-4904 133 18 , , PUNCT fis-4904 133 19 lb lb DET fis-4904 133 20 = = ADJ fis-4904 133 21 bonded bond VERB fis-4904 133 22 length length NOUN fis-4904 133 23 in in ADP fis-4904 133 24 pullout pullout NOUN fis-4904 133 25 specimen speciman NOUN fis-4904 133 26 , , PUNCT fis-4904 133 27 c c NOUN fis-4904 133 28 = = SYM fis-4904 133 29 concrete concrete ADJ fis-4904 133 30 cover cover NOUN fis-4904 133 31 to to ADP fis-4904 133 32 pulled pull VERB fis-4904 133 33 steel steel NOUN fis-4904 133 34 , , PUNCT fis-4904 133 35 c c X fis-4904 133 36 / / SYM fis-4904 133 37 db= db= ADJ fis-4904 133 38 cover cover NOUN fis-4904 133 39 to to ADP fis-4904 133 40 diameter diameter NOUN fis-4904 133 41 of of ADP fis-4904 133 42 pulled pull VERB fis-4904 133 43 reinforcement reinforcement NOUN fis-4904 133 44 ratio ratio NOUN fis-4904 133 45 , , PUNCT fis-4904 133 46 ds= ds= NOUN fis-4904 133 47 diameter diameter NOUN fis-4904 133 48 of of ADP fis-4904 133 49 confining confine VERB fis-4904 133 50 reinforcement reinforcement NOUN fis-4904 133 51 , , PUNCT fis-4904 133 52 fc’= fc’= PROPN fis-4904 133 53 compressive compressive ADJ fis-4904 133 54 strength strength NOUN fis-4904 133 55 of of ADP fis-4904 133 56 concrete concrete NOUN fis-4904 133 57 , , PUNCT fis-4904 133 58 fy= fy= NOUN fis-4904 133 59 yield yield NOUN fis-4904 133 60 strength strength NOUN fis-4904 133 61 of of ADP fis-4904 133 62 reinforcement reinforcement NOUN fis-4904 133 63 . . PUNCT fis-4904 134 1 table table NOUN fis-4904 134 2 2 2 NUM fis-4904 134 3 : : PUNCT fis-4904 134 4 properties property NOUN fis-4904 134 5 of of ADP fis-4904 134 6 reference reference NOUN fis-4904 134 7 specimens specimen NOUN fis-4904 134 8 . . PUNCT fis-4904 135 1 finite finite PROPN fis-4904 135 2 element element PROPN fis-4904 135 3 modelling model VERB fis-4904 135 4 strategy strategy NOUN fis-4904 135 5 modelling modelling NOUN fis-4904 135 6 strategy strategy NOUN fis-4904 135 7 has have AUX fis-4904 135 8 been be AUX fis-4904 135 9 developed develop VERB fis-4904 135 10 from from ADP fis-4904 135 11 scratch scratch NOUN fis-4904 135 12 to to PART fis-4904 135 13 simulate simulate VERB fis-4904 135 14 the the DET fis-4904 135 15 pullout pullout NOUN fis-4904 135 16 test test NOUN fis-4904 135 17 of of ADP fis-4904 135 18 reference reference NOUN fis-4904 135 19 specimens specimen VERB fis-4904 135 20 in in ADP fis-4904 135 21 abaqus abaqus NOUN fis-4904 135 22 , , PUNCT fis-4904 135 23 which which PRON fis-4904 135 24 is be AUX fis-4904 135 25 shown show VERB fis-4904 135 26 by by ADP fis-4904 135 27 a a DET fis-4904 135 28 flowchart flowchart NOUN fis-4904 135 29 in in ADP fis-4904 135 30 fig fig NOUN fis-4904 135 31 . . PUNCT fis-4904 136 1 2 2 X fis-4904 136 2 . . X fis-4904 136 3 the the DET fis-4904 136 4 definition definition NOUN fis-4904 136 5 of of ADP fis-4904 136 6 concrete concrete ADJ fis-4904 136 7 - - PUNCT fis-4904 136 8 reinforcement reinforcement NOUN fis-4904 136 9 interaction interaction NOUN fis-4904 136 10 is be AUX fis-4904 136 11 the the DET fis-4904 136 12 most most ADV fis-4904 136 13 crucial crucial ADJ fis-4904 136 14 factor factor NOUN fis-4904 136 15 in in ADP fis-4904 136 16 bond bond NOUN fis-4904 136 17 - - PUNCT fis-4904 136 18 slip slip NOUN fis-4904 136 19 modelling modelling NOUN fis-4904 136 20 . . PUNCT fis-4904 137 1 therefore therefore ADV fis-4904 137 2 , , PUNCT fis-4904 137 3 maximum maximum ADJ fis-4904 137 4 bond bond NOUN fis-4904 137 5 stress stress NOUN fis-4904 137 6 must must AUX fis-4904 137 7 first first ADV fis-4904 137 8 be be AUX fis-4904 137 9 predicted predict VERB fis-4904 137 10 for for ADP fis-4904 137 11 all all DET fis-4904 137 12 reference reference NOUN fis-4904 137 13 specimens specimen NOUN fis-4904 137 14 , , PUNCT fis-4904 137 15 as as SCONJ fis-4904 137 16 all all DET fis-4904 137 17 damage damage NOUN fis-4904 137 18 initiation initiation NOUN fis-4904 137 19 and and CCONJ fis-4904 137 20 stiffness stiffness ADJ fis-4904 137 21 coefficient coefficient NOUN fis-4904 137 22 parameters parameter NOUN fis-4904 137 23 depend depend VERB fis-4904 137 24 upon upon SCONJ fis-4904 137 25 it it PRON fis-4904 137 26 . . PUNCT fis-4904 138 1 at at ADP fis-4904 138 2 first first ADV fis-4904 138 3 , , PUNCT fis-4904 138 4 the the DET fis-4904 138 5 cover cover NOUN fis-4904 138 6 - - PUNCT fis-4904 138 7 to to ADP fis-4904 138 8 - - PUNCT fis-4904 138 9 diameter diameter NOUN fis-4904 138 10 ratio ratio NOUN fis-4904 138 11 ( ( PUNCT fis-4904 138 12 c c X fis-4904 138 13 / / SYM fis-4904 138 14 db db NOUN fis-4904 138 15 ) ) PUNCT fis-4904 138 16 of of ADP fis-4904 138 17 the the DET fis-4904 138 18 reference reference NOUN fis-4904 138 19 specimen speciman NOUN fis-4904 138 20 was be AUX fis-4904 138 21 considered consider VERB fis-4904 138 22 , , PUNCT fis-4904 138 23 and and CCONJ fis-4904 138 24 a a DET fis-4904 138 25 prediction prediction NOUN fis-4904 138 26 was be AUX fis-4904 138 27 made make VERB fis-4904 138 28 based base VERB fis-4904 138 29 on on ADP fis-4904 138 30 the the DET fis-4904 138 31 study study NOUN fis-4904 138 32 of of ADP fis-4904 138 33 deng deng PROPN fis-4904 138 34 et et PROPN fis-4904 138 35 al al PROPN fis-4904 138 36 . . PUNCT fis-4904 139 1 [ [ X fis-4904 139 2 21 21 NUM fis-4904 139 3 ] ] PUNCT fis-4904 139 4 . . PUNCT fis-4904 140 1 the the DET fis-4904 140 2 study study NOUN fis-4904 140 3 found find VERB fis-4904 140 4 that that SCONJ fis-4904 140 5 specimens specimen NOUN fis-4904 140 6 with with ADP fis-4904 140 7 a a DET fis-4904 140 8 cover cover NOUN fis-4904 140 9 - - PUNCT fis-4904 140 10 to to ADP fis-4904 140 11 - - PUNCT fis-4904 140 12 diameter diameter NOUN fis-4904 140 13 ratio ratio NOUN fis-4904 140 14 of of ADP fis-4904 140 15 less less ADJ fis-4904 140 16 than than ADP fis-4904 140 17 or or CCONJ fis-4904 140 18 equal equal ADJ fis-4904 140 19 to to ADP fis-4904 140 20 3.41 3.41 NUM fis-4904 140 21 exhibited exhibit VERB fis-4904 140 22 a a DET fis-4904 140 23 splitting splitting NOUN fis-4904 140 24 or or CCONJ fis-4904 140 25 splittingpullout splittingpullout VERB fis-4904 140 26 failure failure NOUN fis-4904 140 27 pattern pattern NOUN fis-4904 140 28 . . PUNCT fis-4904 141 1 in in ADP fis-4904 141 2 contrast contrast NOUN fis-4904 141 3 , , PUNCT fis-4904 141 4 those those PRON fis-4904 141 5 with with ADP fis-4904 141 6 a a DET fis-4904 141 7 cover cover NOUN fis-4904 141 8 - - PUNCT fis-4904 141 9 to to ADP fis-4904 141 10 - - PUNCT fis-4904 141 11 diameter diameter NOUN fis-4904 141 12 ratio ratio NOUN fis-4904 141 13 greater great ADJ fis-4904 141 14 than than ADP fis-4904 141 15 3.41 3.41 NUM fis-4904 141 16 showed show VERB fis-4904 141 17 a a DET fis-4904 141 18 pullout pullout NOUN fis-4904 141 19 failure failure NOUN fis-4904 141 20 pattern pattern NOUN fis-4904 141 21 . . PUNCT fis-4904 142 1 this this DET fis-4904 142 2 criterion criterion NOUN fis-4904 142 3 has have AUX fis-4904 142 4 been be AUX fis-4904 142 5 used use VERB fis-4904 142 6 to to PART fis-4904 142 7 predict predict VERB fis-4904 142 8 the the DET fis-4904 142 9 failure failure NOUN fis-4904 142 10 pattern pattern NOUN fis-4904 142 11 of of ADP fis-4904 142 12 the the DET fis-4904 142 13 reference reference NOUN fis-4904 142 14 specimens specimen VERB fis-4904 142 15 . . PUNCT fis-4904 143 1 a a DET fis-4904 143 2 literature literature NOUN fis-4904 143 3 survey survey NOUN fis-4904 143 4 , , PUNCT fis-4904 143 5 focusing focus VERB fis-4904 143 6 failure failure NOUN fis-4904 143 7 pattern pattern NOUN fis-4904 143 8 , , PUNCT fis-4904 143 9 was be AUX fis-4904 143 10 conducted conduct VERB fis-4904 143 11 to to PART fis-4904 143 12 select select VERB fis-4904 143 13 prediction prediction NOUN fis-4904 143 14 models model NOUN fis-4904 143 15 to to PART fis-4904 143 16 compute compute VERB fis-4904 143 17 the the DET fis-4904 143 18 maximum maximum ADJ fis-4904 143 19 bond bond NOUN fis-4904 143 20 stress stress NOUN fis-4904 143 21 . . PUNCT fis-4904 144 1 although although SCONJ fis-4904 144 2 several several ADJ fis-4904 144 3 previous previous ADJ fis-4904 144 4 studies study NOUN fis-4904 144 5 developed develop VERB fis-4904 144 6 empirical empirical ADJ fis-4904 144 7 formulas formula NOUN fis-4904 144 8 for for ADP fis-4904 144 9 predicting predict VERB fis-4904 144 10 maximum maximum ADJ fis-4904 144 11 bond bond NOUN fis-4904 144 12 stress stress NOUN fis-4904 144 13 , , PUNCT fis-4904 144 14 the the DET fis-4904 144 15 scope scope NOUN fis-4904 144 16 of of ADP fis-4904 144 17 all all DET fis-4904 144 18 studies study NOUN fis-4904 144 19 was be AUX fis-4904 144 20 not not PART fis-4904 144 21 the the DET fis-4904 144 22 same same ADJ fis-4904 144 23 . . PUNCT fis-4904 145 1 therefore therefore ADV fis-4904 145 2 , , PUNCT fis-4904 145 3 equations equation NOUN fis-4904 145 4 were be AUX fis-4904 145 5 carefully carefully ADV fis-4904 145 6 selected select VERB fis-4904 145 7 based base VERB fis-4904 145 8 on on ADP fis-4904 145 9 the the DET fis-4904 145 10 limitations limitation NOUN fis-4904 145 11 mentioned mention VERB fis-4904 145 12 by by ADP fis-4904 145 13 the the DET fis-4904 145 14 authors author NOUN fis-4904 145 15 in in ADP fis-4904 145 16 their their PRON fis-4904 145 17 respective respective ADJ fis-4904 145 18 studies study NOUN fis-4904 145 19 . . PUNCT fis-4904 146 1 for for ADP fis-4904 146 2 instance instance NOUN fis-4904 146 3 , , PUNCT fis-4904 146 4 if if SCONJ fis-4904 146 5 a a DET fis-4904 146 6 study study NOUN fis-4904 146 7 used use VERB fis-4904 146 8 pullout pullout NOUN fis-4904 146 9 failure failure NOUN fis-4904 146 10 as as ADP fis-4904 146 11 the the DET fis-4904 146 12 dominant dominant ADJ fis-4904 146 13 failure failure NOUN fis-4904 146 14 type type NOUN fis-4904 146 15 for for ADP fis-4904 146 16 generating generate VERB fis-4904 146 17 a a DET fis-4904 146 18 formula formula NOUN fis-4904 146 19 , , PUNCT fis-4904 146 20 the the DET fis-4904 146 21 proposed propose VERB fis-4904 146 22 equation equation NOUN fis-4904 146 23 was be AUX fis-4904 146 24 used use VERB fis-4904 146 25 to to PART fis-4904 146 26 calculate calculate VERB fis-4904 146 27 the the DET fis-4904 146 28 maximum maximum ADJ fis-4904 146 29 bond bond NOUN fis-4904 146 30 stress stress NOUN fis-4904 146 31 for for ADP fis-4904 146 32 specimens specimen NOUN fis-4904 146 33 predicted predict VERB fis-4904 146 34 with with ADP fis-4904 146 35 pullout pullout NOUN fis-4904 146 36 failure failure NOUN fis-4904 146 37 earlier early ADV fis-4904 146 38 . . PUNCT fis-4904 147 1 similarly similarly ADV fis-4904 147 2 , , PUNCT fis-4904 147 3 if if SCONJ fis-4904 147 4 both both DET fis-4904 147 5 failure failure NOUN fis-4904 147 6 patterns pattern NOUN fis-4904 147 7 were be AUX fis-4904 147 8 exhibited exhibit VERB fis-4904 147 9 in in ADP fis-4904 147 10 the the DET fis-4904 147 11 author author NOUN fis-4904 147 12 's 's PART fis-4904 147 13 used use VERB fis-4904 147 14 specimens specimen NOUN fis-4904 147 15 to to PART fis-4904 147 16 generate generate VERB fis-4904 147 17 an an DET fis-4904 147 18 equation equation NOUN fis-4904 147 19 , , PUNCT fis-4904 147 20 the the DET fis-4904 147 21 equation equation NOUN fis-4904 147 22 was be AUX fis-4904 147 23 used use VERB fis-4904 147 24 in in ADP fis-4904 147 25 the the DET fis-4904 147 26 specimen speciman NOUN fis-4904 147 27 with with ADP fis-4904 147 28 both both DET fis-4904 147 29 types type NOUN fis-4904 147 30 of of ADP fis-4904 147 31 failure failure NOUN fis-4904 147 32 patterns pattern NOUN fis-4904 147 33 . . PUNCT fis-4904 148 1 the the DET fis-4904 148 2 maximum maximum ADJ fis-4904 148 3 bond bond NOUN fis-4904 148 4 stress stress NOUN fis-4904 148 5 of of ADP fis-4904 148 6 the the DET fis-4904 148 7 reference reference NOUN fis-4904 148 8 specimen speciman NOUN fis-4904 148 9 with with ADP fis-4904 148 10 confinement confinement NOUN fis-4904 148 11 has have AUX fis-4904 148 12 been be AUX fis-4904 148 13 calculated calculate VERB fis-4904 148 14 using use VERB fis-4904 148 15 literatures literature NOUN fis-4904 148 16 that that PRON fis-4904 148 17 considered consider VERB fis-4904 148 18 confinement confinement ADJ fis-4904 148 19 to to PART fis-4904 148 20 generate generate VERB fis-4904 148 21 an an DET fis-4904 148 22 empirical empirical ADJ fis-4904 148 23 formula formula NOUN fis-4904 148 24 . . PUNCT fis-4904 149 1 an an DET fis-4904 149 2 outline outline NOUN fis-4904 149 3 of of ADP fis-4904 149 4 the the DET fis-4904 149 5 developed develop VERB fis-4904 149 6 fe fe NOUN fis-4904 149 7 models model NOUN fis-4904 149 8 , , PUNCT fis-4904 149 9 including include VERB fis-4904 149 10 considered consider VERB fis-4904 149 11 analytical analytical ADJ fis-4904 149 12 models model NOUN fis-4904 149 13 for for ADP fis-4904 149 14 maximum maximum ADJ fis-4904 149 15 bond bond NOUN fis-4904 149 16 stress stress NOUN fis-4904 149 17 , , PUNCT fis-4904 149 18 are be AUX fis-4904 149 19 presented present VERB fis-4904 149 20 in in ADP fis-4904 149 21 tab tab NOUN fis-4904 149 22 . . PUNCT fis-4904 150 1 3 3 X fis-4904 150 2 . . X fis-4904 150 3 the the DET fis-4904 150 4 stiffness stiffness ADJ fis-4904 150 5 parameters parameter NOUN fis-4904 150 6 of of ADP fis-4904 150 7 the the DET fis-4904 150 8 bond bond NOUN fis-4904 150 9 - - PUNCT fis-4904 150 10 slip slip NOUN fis-4904 150 11 behaviour behaviour NOUN fis-4904 150 12 of of ADP fis-4904 150 13 reinforcement reinforcement NOUN fis-4904 150 14 and and CCONJ fis-4904 150 15 concrete concrete NOUN fis-4904 150 16 were be AUX fis-4904 150 17 calculated calculate VERB fis-4904 150 18 using use VERB fis-4904 150 19 the the DET fis-4904 150 20 traction traction NOUN fis-4904 150 21 separation separation NOUN fis-4904 150 22 law law NOUN fis-4904 150 23 , , PUNCT fis-4904 150 24 in in ADP fis-4904 150 25 which which PRON fis-4904 150 26 the the DET fis-4904 150 27 maximum maximum ADJ fis-4904 150 28 bond bond NOUN fis-4904 150 29 stress stress NOUN fis-4904 150 30 calculated calculate VERB fis-4904 150 31 by by ADP fis-4904 150 32 empirical empirical ADJ fis-4904 150 33 equation equation NOUN fis-4904 150 34 was be AUX fis-4904 150 35 considered consider VERB fis-4904 150 36 as as ADP fis-4904 150 37 traction traction NOUN fis-4904 150 38 . . PUNCT fis-4904 151 1 in in ADP fis-4904 151 2 contrast contrast NOUN fis-4904 151 3 , , PUNCT fis-4904 151 4 the the DET fis-4904 151 5 damage damage NOUN fis-4904 151 6 initiation initiation NOUN fis-4904 151 7 parameters parameter NOUN fis-4904 151 8 were be AUX fis-4904 151 9 assumed assume VERB fis-4904 151 10 based base VERB fis-4904 151 11 on on ADP fis-4904 151 12 the the DET fis-4904 151 13 calculated calculated ADJ fis-4904 151 14 maximum maximum ADJ fis-4904 151 15 bond bond NOUN fis-4904 151 16 stress stress NOUN fis-4904 151 17 . . PUNCT fis-4904 152 1 details detail NOUN fis-4904 152 2 of of ADP fis-4904 152 3 constituent constituent NOUN fis-4904 152 4 material material NOUN fis-4904 152 5 modelling modelling NOUN fis-4904 152 6 , , PUNCT fis-4904 152 7 and and CCONJ fis-4904 152 8 other other ADJ fis-4904 152 9 aspects aspect NOUN fis-4904 152 10 are be AUX fis-4904 152 11 discussed discuss VERB fis-4904 152 12 below below ADV fis-4904 152 13 : : PUNCT fis-4904 152 14 model model VERB fis-4904 152 15 no no DET fis-4904 152 16 references reference NOUN fis-4904 152 17 specimen speciman NOUN fis-4904 152 18 predicted predict VERB fis-4904 152 19 failure failure NOUN fis-4904 152 20 mode mode NOUN fis-4904 152 21 adopted adopt VERB fis-4904 152 22 literatures literature NOUN fis-4904 152 23 for for ADP fis-4904 152 24 bond bond NOUN fis-4904 152 25 - - PUNCT fis-4904 152 26 slip slip NOUN fis-4904 152 27 model model NOUN fis-4904 152 28 1 1 NUM fis-4904 152 29 deng deng PROPN fis-4904 152 30 et et PROPN fis-4904 152 31 al al PROPN fis-4904 152 32 . . PUNCT fis-4904 153 1 [ [ X fis-4904 153 2 21 21 NUM fis-4904 153 3 ] ] X fis-4904 153 4 e1r16 e1r16 PROPN fis-4904 153 5 pullout pullout NOUN fis-4904 153 6 mc2010 mc2010 NOUN fis-4904 153 7 - - PUNCT fis-4904 153 8 pf pf NOUN fis-4904 154 1 [ [ X fis-4904 154 2 2 2 NUM fis-4904 154 3 ] ] PUNCT fis-4904 154 4 , , PUNCT fis-4904 154 5 sturm sturm PROPN fis-4904 154 6 and and CCONJ fis-4904 154 7 visintin visintin VERB fis-4904 155 1 [ [ X fis-4904 155 2 3 3 NUM fis-4904 155 3 ] ] PUNCT fis-4904 155 4 , , PUNCT fis-4904 155 5 esfahani esfahani PROPN fis-4904 155 6 and and CCONJ fis-4904 155 7 rangan rangan VERB fis-4904 156 1 [ [ X fis-4904 156 2 4 4 NUM fis-4904 156 3 ] ] PUNCT fis-4904 156 4 , , PUNCT fis-4904 156 5 harajli harajli PROPN fis-4904 156 6 et et PROPN fis-4904 156 7 al al PROPN fis-4904 156 8 . . PUNCT fis-4904 157 1 [ [ X fis-4904 157 2 5 5 NUM fis-4904 157 3 ] ] PUNCT fis-4904 157 4 , , PUNCT fis-4904 157 5 huang huang PROPN fis-4904 157 6 et et PROPN fis-4904 157 7 al al PROPN fis-4904 157 8 . . PUNCT fis-4904 158 1 [ [ X fis-4904 158 2 6 6 NUM fis-4904 158 3 ] ] SYM fis-4904 158 4 2 2 NUM fis-4904 158 5 c1r20 c1r20 NOUN fis-4904 158 6 splitting splitting NOUN fis-4904 158 7 or or CCONJ fis-4904 158 8 splittingpullout splittingpullout VERB fis-4904 158 9 mc2010 mc2010 NOUN fis-4904 158 10 - - PUNCT fis-4904 158 11 sf sf NOUN fis-4904 158 12 [ [ X fis-4904 158 13 2 2 NUM fis-4904 158 14 ] ] PUNCT fis-4904 158 15 , , PUNCT fis-4904 158 16 sturm sturm PROPN fis-4904 158 17 and and CCONJ fis-4904 158 18 visintin visintin VERB fis-4904 158 19 [ [ X fis-4904 158 20 3 3 NUM fis-4904 158 21 ] ] PUNCT fis-4904 158 22 , , PUNCT fis-4904 158 23 harajli harajli PROPN fis-4904 158 24 et et PROPN fis-4904 158 25 al al PROPN fis-4904 158 26 . . PUNCT fis-4904 159 1 [ [ X fis-4904 159 2 5 5 NUM fis-4904 159 3 ] ] PUNCT fis-4904 159 4 , , PUNCT fis-4904 159 5 oragun oragun PROPN fis-4904 159 6 et et PROPN fis-4904 159 7 al al PROPN fis-4904 159 8 . . PUNCT fis-4904 160 1 [ [ X fis-4904 160 2 7 7 NUM fis-4904 160 3 ] ] PUNCT fis-4904 160 4 , , PUNCT fis-4904 160 5 hadi hadi PROPN fis-4904 161 1 [ [ X fis-4904 161 2 8 8 NUM fis-4904 161 3 ] ] SYM fis-4904 161 4 3 3 NUM fis-4904 161 5 e1r1660 e1r1660 NOUN fis-4904 161 6 splitting splitting NOUN fis-4904 161 7 or or CCONJ fis-4904 161 8 splittingpullout splittingpullout VERB fis-4904 161 9 mc2010 mc2010 NOUN fis-4904 161 10 - - PUNCT fis-4904 161 11 sf sf NOUN fis-4904 162 1 [ [ X fis-4904 162 2 2 2 NUM fis-4904 162 3 ] ] PUNCT fis-4904 162 4 , , PUNCT fis-4904 162 5 sturm sturm PROPN fis-4904 162 6 and and CCONJ fis-4904 162 7 visintin visintin VERB fis-4904 163 1 [ [ X fis-4904 163 2 3 3 NUM fis-4904 163 3 ] ] PUNCT fis-4904 163 4 , , PUNCT fis-4904 163 5 esfahani esfahani PROPN fis-4904 163 6 and and CCONJ fis-4904 163 7 rangan rangan VERB fis-4904 164 1 [ [ X fis-4904 164 2 4 4 NUM fis-4904 164 3 ] ] PUNCT fis-4904 164 4 , , PUNCT fis-4904 164 5 harajli harajli PROPN fis-4904 164 6 et et PROPN fis-4904 164 7 al al PROPN fis-4904 164 8 . . PUNCT fis-4904 165 1 [ [ X fis-4904 165 2 5 5 NUM fis-4904 165 3 ] ] PUNCT fis-4904 165 4 , , PUNCT fis-4904 165 5 huang huang PROPN fis-4904 165 6 et et PROPN fis-4904 165 7 al al PROPN fis-4904 165 8 . . PUNCT fis-4904 166 1 [ [ X fis-4904 166 2 6 6 NUM fis-4904 166 3 ] ] PUNCT fis-4904 166 4 , , PUNCT fis-4904 166 5 oragun oragun PROPN fis-4904 166 6 et et PROPN fis-4904 166 7 al al PROPN fis-4904 166 8 . . PUNCT fis-4904 167 1 [ [ X fis-4904 167 2 7 7 NUM fis-4904 167 3 ] ] PUNCT fis-4904 167 4 , , PUNCT fis-4904 167 5 hadi hadi PROPN fis-4904 168 1 [ [ X fis-4904 168 2 8 8 NUM fis-4904 168 3 ] ] SYM fis-4904 168 4 4 4 NUM fis-4904 168 5 tang tang NOUN fis-4904 168 6 and and CCONJ fis-4904 168 7 cheng cheng PROPN fis-4904 169 1 [ [ X fis-4904 169 2 12 12 NUM fis-4904 169 3 ] ] X fis-4904 169 4 c20#8 c20#8 VERB fis-4904 169 5 splitting splitting NOUN fis-4904 169 6 or or CCONJ fis-4904 169 7 splittingpullout splittingpullout VERB fis-4904 169 8 mc2010 mc2010 NOUN fis-4904 169 9 - - PUNCT fis-4904 169 10 sf sf NOUN fis-4904 169 11 - - PUNCT fis-4904 169 12 c c NOUN fis-4904 170 1 [ [ X fis-4904 170 2 2 2 NUM fis-4904 170 3 ] ] PUNCT fis-4904 170 4 , , PUNCT fis-4904 170 5 soroushian soroushian NOUN fis-4904 170 6 and and CCONJ fis-4904 170 7 choi choi NOUN fis-4904 170 8 [ [ X fis-4904 170 9 9 9 NUM fis-4904 170 10 ] ] PUNCT fis-4904 170 11 , , PUNCT fis-4904 170 12 aslani aslani NOUN fis-4904 170 13 and and CCONJ fis-4904 170 14 samali samali VERB fis-4904 170 15 [ [ X fis-4904 170 16 10 10 NUM fis-4904 170 17 ] ] PUNCT fis-4904 170 18 , , PUNCT fis-4904 170 19 xu xu PROPN fis-4904 171 1 [ [ X fis-4904 171 2 11 11 NUM fis-4904 171 3 ] ] PUNCT fis-4904 171 4 , , PUNCT fis-4904 171 5 tang tang NOUN fis-4904 171 6 and and CCONJ fis-4904 171 7 cheng cheng PROPN fis-4904 172 1 [ [ X fis-4904 172 2 12 12 NUM fis-4904 172 3 ] ] PUNCT fis-4904 172 4 by by ADP fis-4904 172 5 simple simple ADJ fis-4904 172 6 regression regression NOUN fis-4904 172 7 , , PUNCT fis-4904 172 8 tang tang NOUN fis-4904 172 9 and and CCONJ fis-4904 172 10 cheng cheng PROPN fis-4904 172 11 [ [ X fis-4904 172 12 12 12 NUM fis-4904 172 13 ] ] PUNCT fis-4904 172 14 by by ADP fis-4904 172 15 multiple multiple ADJ fis-4904 172 16 regression regression NOUN fis-4904 172 17 table table NOUN fis-4904 172 18 3 3 NUM fis-4904 172 19 : : PUNCT fis-4904 172 20 summary summary NOUN fis-4904 172 21 of of ADP fis-4904 172 22 adopted adopt VERB fis-4904 172 23 numerical numerical ADJ fis-4904 172 24 modeling modeling NOUN fis-4904 172 25 strategy strategy NOUN fis-4904 172 26 on on ADP fis-4904 172 27 reference reference NOUN fis-4904 172 28 specimens specimen NOUN fis-4904 172 29 . . PUNCT fis-4904 173 1 a a DET fis-4904 173 2 m. m. NOUN fis-4904 173 3 b. b. PROPN fis-4904 173 4 prince prince PROPN fis-4904 173 5 et et PROPN fis-4904 173 6 alii alii PROPN fis-4904 173 7 , , PUNCT fis-4904 173 8 frattura frattura PROPN fis-4904 173 9 ed ed PROPN fis-4904 173 10 integrità integrità PROPN fis-4904 173 11 strutturale strutturale PROPN fis-4904 173 12 , , PUNCT fis-4904 173 13 69 69 NUM fis-4904 173 14 ( ( PUNCT fis-4904 173 15 2024 2024 NUM fis-4904 173 16 ) ) PUNCT fis-4904 173 17 154 154 NUM fis-4904 173 18 - - SYM fis-4904 173 19 180 180 NUM fis-4904 173 20 ; ; PUNCT fis-4904 173 21 doi doi NOUN fis-4904 173 22 : : PUNCT fis-4904 173 23 10.3221 10.3221 NUM fis-4904 173 24 / / SYM fis-4904 173 25 igf igf PROPN fis-4904 173 26 - - PUNCT fis-4904 173 27 esis.69.12 esis.69.12 PROPN fis-4904 173 28 159 159 NUM fis-4904 173 29 figure figure NOUN fis-4904 173 30 2 2 NUM fis-4904 173 31 : : PUNCT fis-4904 173 32 flowchart flowchart NOUN fis-4904 173 33 of of ADP fis-4904 173 34 finite finite PROPN fis-4904 173 35 element element NOUN fis-4904 173 36 strategy strategy NOUN fis-4904 173 37 of of ADP fis-4904 173 38 bond bond NOUN fis-4904 173 39 - - PUNCT fis-4904 173 40 slip slip NOUN fis-4904 173 41 modeling modeling NOUN fis-4904 173 42 . . PUNCT fis-4904 174 1 concrete concrete ADJ fis-4904 174 2 damage damage NOUN fis-4904 174 3 plasticity plasticity NOUN fis-4904 174 4 model model NOUN fis-4904 174 5 as as ADP fis-4904 174 6 concrete concrete ADJ fis-4904 174 7 undergoes undergoe NOUN fis-4904 174 8 damages damage NOUN fis-4904 174 9 and and CCONJ fis-4904 174 10 cracks crack NOUN fis-4904 174 11 in in ADP fis-4904 174 12 the the DET fis-4904 174 13 pullout pullout NOUN fis-4904 174 14 test test NOUN fis-4904 174 15 , , PUNCT fis-4904 174 16 the the DET fis-4904 174 17 concrete concrete ADJ fis-4904 174 18 damage damage NOUN fis-4904 174 19 plasticity plasticity NOUN fis-4904 174 20 ( ( PUNCT fis-4904 174 21 cdp cdp NOUN fis-4904 174 22 ) ) PUNCT fis-4904 174 23 model model NOUN fis-4904 174 24 has have AUX fis-4904 174 25 been be AUX fis-4904 174 26 selected select VERB fis-4904 174 27 to to PART fis-4904 174 28 capture capture VERB fis-4904 174 29 concrete concrete PROPN fis-4904 174 30 's 's PART fis-4904 174 31 nonlinearity nonlinearity NOUN fis-4904 174 32 , , PUNCT fis-4904 174 33 inelastic inelastic ADJ fis-4904 174 34 deformation deformation NOUN fis-4904 174 35 and and CCONJ fis-4904 174 36 shear shear NOUN fis-4904 174 37 behaviour behaviour NOUN fis-4904 174 38 . . PUNCT fis-4904 175 1 beliaev beliaev VERB fis-4904 175 2 et et PROPN fis-4904 175 3 al al PROPN fis-4904 175 4 . . PUNCT fis-4904 176 1 [ [ X fis-4904 176 2 15 15 NUM fis-4904 176 3 ] ] PUNCT fis-4904 176 4 found find VERB fis-4904 176 5 that that SCONJ fis-4904 176 6 concrete concrete NOUN fis-4904 176 7 with with ADP fis-4904 176 8 an an DET fis-4904 176 9 elastic elastic ADJ fis-4904 176 10 - - PUNCT fis-4904 176 11 plastic plastic NOUN fis-4904 176 12 damage damage NOUN fis-4904 176 13 model model NOUN fis-4904 176 14 showed show VERB fis-4904 176 15 more more ADV fis-4904 176 16 accurate accurate ADJ fis-4904 176 17 bond bond NOUN fis-4904 176 18 - - PUNCT fis-4904 176 19 slip slip NOUN fis-4904 176 20 behaviour behaviour NOUN fis-4904 176 21 under under ADP fis-4904 176 22 the the DET fis-4904 176 23 pullout pullout NOUN fis-4904 176 24 test test NOUN fis-4904 176 25 . . PUNCT fis-4904 177 1 an an DET fis-4904 177 2 elastoplastic elastoplastic ADJ fis-4904 177 3 damage damage NOUN fis-4904 177 4 model model NOUN fis-4904 177 5 was be AUX fis-4904 177 6 first first ADV fis-4904 177 7 proposed propose VERB fis-4904 177 8 by by ADP fis-4904 177 9 lubliner lubliner NOUN fis-4904 177 10 et et PROPN fis-4904 177 11 al al PROPN fis-4904 177 12 . . PUNCT fis-4904 178 1 [ [ X fis-4904 178 2 22 22 NUM fis-4904 178 3 ] ] PUNCT fis-4904 178 4 for for ADP fis-4904 178 5 concrete concrete ADJ fis-4904 178 6 material material NOUN fis-4904 178 7 properties property NOUN fis-4904 178 8 . . PUNCT fis-4904 179 1 however however ADV fis-4904 179 2 , , PUNCT fis-4904 179 3 this this DET fis-4904 179 4 model model NOUN fis-4904 179 5 showed show VERB fis-4904 179 6 instability instability NOUN fis-4904 179 7 in in ADP fis-4904 179 8 the the DET fis-4904 179 9 softened softened ADJ fis-4904 179 10 sections section NOUN fis-4904 179 11 where where SCONJ fis-4904 179 12 the the DET fis-4904 179 13 material material NOUN fis-4904 179 14 experienced experience VERB fis-4904 179 15 damage damage NOUN fis-4904 179 16 and and CCONJ fis-4904 179 17 strength strength NOUN fis-4904 179 18 reduction reduction NOUN fis-4904 179 19 . . PUNCT fis-4904 180 1 later later ADV fis-4904 180 2 , , PUNCT fis-4904 180 3 fenves fenve NOUN fis-4904 180 4 and and CCONJ fis-4904 180 5 lee lee PROPN fis-4904 181 1 [ [ X fis-4904 181 2 23 23 NUM fis-4904 181 3 - - SYM fis-4904 181 4 25 25 NUM fis-4904 181 5 ] ] PUNCT fis-4904 181 6 modified modify VERB fis-4904 181 7 the the DET fis-4904 181 8 yield yield NOUN fis-4904 181 9 surface surface NOUN fis-4904 181 10 initially initially ADV fis-4904 181 11 put put VERB fis-4904 181 12 forward forward ADV fis-4904 181 13 by by ADP fis-4904 181 14 lubiner lubiner NOUN fis-4904 181 15 et et PROPN fis-4904 181 16 al al PROPN fis-4904 181 17 . . PUNCT fis-4904 182 1 [ [ X fis-4904 182 2 22 22 NUM fis-4904 182 3 ] ] PUNCT fis-4904 182 4 and and CCONJ fis-4904 182 5 proposed propose VERB fis-4904 182 6 a a DET fis-4904 182 7 double double ADJ fis-4904 182 8 scalar scalar ADJ fis-4904 182 9 concrete concrete NOUN fis-4904 182 10 - - PUNCT fis-4904 182 11 damaged damage VERB fis-4904 182 12 plasticity plasticity NOUN fis-4904 182 13 ( ( PUNCT fis-4904 182 14 cdp cdp NOUN fis-4904 182 15 ) ) PUNCT fis-4904 182 16 model model NOUN fis-4904 182 17 that that PRON fis-4904 182 18 can can AUX fis-4904 182 19 capture capture VERB fis-4904 182 20 the the DET fis-4904 182 21 complex complex ADJ fis-4904 182 22 behaviour behaviour NOUN fis-4904 182 23 of of ADP fis-4904 182 24 concrete concrete NOUN fis-4904 182 25 under under ADP fis-4904 182 26 different different ADJ fis-4904 182 27 loading loading NOUN fis-4904 182 28 conditions condition NOUN fis-4904 182 29 . . PUNCT fis-4904 183 1 the the DET fis-4904 183 2 plasticity plasticity NOUN fis-4904 183 3 parameters parameter NOUN fis-4904 183 4 of of ADP fis-4904 183 5 concrete concrete NOUN fis-4904 183 6 have have AUX fis-4904 183 7 been be AUX fis-4904 183 8 used use VERB fis-4904 183 9 with with ADP fis-4904 183 10 reasonable reasonable ADJ fis-4904 183 11 literature literature NOUN fis-4904 183 12 study study NOUN fis-4904 183 13 , , PUNCT fis-4904 183 14 as as SCONJ fis-4904 183 15 shown show VERB fis-4904 183 16 in in ADP fis-4904 183 17 tab tab NOUN fis-4904 183 18 . . PUNCT fis-4904 184 1 4 4 X fis-4904 184 2 . . X fis-4904 184 3 compressive compressive ADJ fis-4904 184 4 and and CCONJ fis-4904 184 5 tensile tensile NOUN fis-4904 184 6 damage damage NOUN fis-4904 184 7 variables variable NOUN fis-4904 184 8 are be AUX fis-4904 184 9 used use VERB fis-4904 184 10 according accord VERB fis-4904 184 11 to to ADP fis-4904 184 12 gb gb PROPN fis-4904 184 13 50010 50010 NUM fis-4904 184 14 - - SYM fis-4904 184 15 2010 2010 NUM fis-4904 184 16 [ [ X fis-4904 184 17 26 26 NUM fis-4904 184 18 ] ] PUNCT fis-4904 184 19 and and CCONJ fis-4904 185 1 shao shao PROPN fis-4904 185 2 et et PROPN fis-4904 185 3 al al PROPN fis-4904 185 4 . . PUNCT fis-4904 186 1 [ [ X fis-4904 186 2 27 27 NUM fis-4904 186 3 ] ] PUNCT fis-4904 186 4 . . PUNCT fis-4904 187 1 the the DET fis-4904 187 2 constitutive constitutive ADJ fis-4904 187 3 curve curve NOUN fis-4904 187 4 of of ADP fis-4904 187 5 the the DET fis-4904 187 6 used use VERB fis-4904 187 7 cdp cdp NOUN fis-4904 187 8 model model NOUN fis-4904 187 9 is be AUX fis-4904 187 10 shown show VERB fis-4904 187 11 in in ADP fis-4904 187 12 fig fig NOUN fis-4904 187 13 . . PUNCT fis-4904 188 1 3 3 NUM fis-4904 188 2 , , PUNCT fis-4904 188 3 which which PRON fis-4904 188 4 was be AUX fis-4904 188 5 developed develop VERB fis-4904 188 6 by by ADP fis-4904 188 7 shao shao PROPN fis-4904 188 8 et et PROPN fis-4904 188 9 al al PROPN fis-4904 188 10 . . PUNCT fis-4904 189 1 [ [ X fis-4904 189 2 27 27 NUM fis-4904 189 3 ] ] PUNCT fis-4904 189 4 . . PUNCT fis-4904 190 1 the the DET fis-4904 190 2 equations equation NOUN fis-4904 190 3 mentioned mention VERB fis-4904 190 4 in in ADP fis-4904 190 5 shao shao PROPN fis-4904 190 6 et et PROPN fis-4904 190 7 al al PROPN fis-4904 190 8 . . PUNCT fis-4904 191 1 [ [ X fis-4904 191 2 27 27 NUM fis-4904 191 3 ] ] PUNCT fis-4904 191 4 have have AUX fis-4904 191 5 been be AUX fis-4904 191 6 used use VERB fis-4904 191 7 to to PART fis-4904 191 8 calculate calculate VERB fis-4904 191 9 the the DET fis-4904 191 10 compression compression NOUN fis-4904 191 11 and and CCONJ fis-4904 191 12 tension tension NOUN fis-4904 191 13 curve curve NOUN fis-4904 191 14 parameters parameter NOUN fis-4904 191 15 , , PUNCT fis-4904 191 16 as as SCONJ fis-4904 191 17 shown show VERB fis-4904 191 18 in in ADP fis-4904 191 19 tab tab NOUN fis-4904 191 20 . . PUNCT fis-4904 192 1 5 5 NUM fis-4904 192 2 . . PUNCT fis-4904 192 3 the the DET fis-4904 192 4 compression compression NOUN fis-4904 192 5 stress stress NOUN fis-4904 192 6 - - PUNCT fis-4904 192 7 strain strain NOUN fis-4904 192 8 has have AUX fis-4904 192 9 been be AUX fis-4904 192 10 assumed assume VERB fis-4904 192 11 to to PART fis-4904 192 12 be be AUX fis-4904 192 13 linear linear ADJ fis-4904 192 14 up up ADP fis-4904 192 15 to to PART fis-4904 192 16 40 40 NUM fis-4904 192 17 % % NOUN fis-4904 192 18 of of ADP fis-4904 192 19 the the DET fis-4904 192 20 ultimate ultimate ADJ fis-4904 192 21 compressive compressive ADJ fis-4904 192 22 strength strength NOUN fis-4904 192 23 of of ADP fis-4904 192 24 concrete concrete NOUN fis-4904 192 25 . . PUNCT fis-4904 193 1 m. m. PROPN fis-4904 193 2 b. b. PROPN fis-4904 193 3 prince prince PROPN fis-4904 193 4 et et PROPN fis-4904 193 5 alii alii PROPN fis-4904 193 6 , , PUNCT fis-4904 193 7 frattura frattura PROPN fis-4904 193 8 ed ed PROPN fis-4904 193 9 integrità integrità PROPN fis-4904 193 10 strutturale strutturale PROPN fis-4904 193 11 , , PUNCT fis-4904 193 12 69 69 NUM fis-4904 193 13 ( ( PUNCT fis-4904 193 14 2024 2024 NUM fis-4904 193 15 ) ) PUNCT fis-4904 193 16 154 154 NUM fis-4904 193 17 - - SYM fis-4904 193 18 180 180 NUM fis-4904 193 19 ; ; PUNCT fis-4904 193 20 doi doi NOUN fis-4904 193 21 : : PUNCT fis-4904 193 22 10.3221 10.3221 NUM fis-4904 193 23 / / SYM fis-4904 193 24 igf igf PROPN fis-4904 193 25 - - PUNCT fis-4904 193 26 esis.69.12 esis.69.12 PROPN fis-4904 193 27 160 160 NUM fis-4904 193 28 parameters parameter NOUN fis-4904 193 29 corresponding correspond VERB fis-4904 193 30 values value NOUN fis-4904 193 31 and and CCONJ fis-4904 193 32 reference reference NOUN fis-4904 193 33 selected select VERB fis-4904 193 34 value value NOUN fis-4904 193 35 dilatation dilatation NOUN fis-4904 193 36 angle angle NOUN fis-4904 193 37 30 30 NUM fis-4904 193 38 - - SYM fis-4904 193 39 35 35 NUM fis-4904 193 40 ° ° NOUN fis-4904 194 1 [ [ X fis-4904 194 2 28 28 NUM fis-4904 194 3 ] ] SYM fis-4904 194 4 31 31 NUM fis-4904 194 5 ° ° NUM fis-4904 194 6 flow flow VERB fis-4904 194 7 potential potential ADJ fis-4904 194 8 eccentricity eccentricity NOUN fis-4904 194 9 , , PUNCT fis-4904 194 10 ε ε PROPN fis-4904 194 11 0.1[31 0.1[31 X fis-4904 194 12 ] ] X fis-4904 194 13 0.1 0.1 NUM fis-4904 194 14 the the DET fis-4904 194 15 ratio ratio NOUN fis-4904 194 16 of of ADP fis-4904 194 17 biaxial biaxial ADJ fis-4904 194 18 and and CCONJ fis-4904 194 19 uniaxial uniaxial ADJ fis-4904 194 20 compressive compressive NOUN fis-4904 194 21 strength strength NOUN fis-4904 194 22 , , PUNCT fis-4904 194 23 σb0 σb0 NOUN fis-4904 194 24 / / SYM fis-4904 194 25 σc0 σc0 VERB fis-4904 194 26 1.16 1.16 NUM fis-4904 195 1 [ [ X fis-4904 195 2 29 29 NUM fis-4904 195 3 ] ] PUNCT fis-4904 195 4 1.16 1.16 NUM fis-4904 195 5 kc kc NOUN fis-4904 195 6 0.667 0.667 NUM fis-4904 196 1 [ [ X fis-4904 196 2 29 29 NUM fis-4904 196 3 ] ] SYM fis-4904 196 4 0.667 0.667 NUM fis-4904 196 5 viscosity viscosity NOUN fis-4904 196 6 coefficient coefficient NOUN fis-4904 196 7 , , PUNCT fis-4904 196 8 μ μ NOUN fis-4904 196 9 0.01 0.01 NUM fis-4904 196 10 - - PUNCT fis-4904 196 11 0.0001 0.0001 NUM fis-4904 196 12 [ [ NOUN fis-4904 196 13 30 30 NUM fis-4904 196 14 ] ] SYM fis-4904 196 15 0.0001 0.0001 NUM fis-4904 196 16 table table NOUN fis-4904 196 17 4 4 NUM fis-4904 196 18 : : PUNCT fis-4904 196 19 the the DET fis-4904 196 20 parameters parameter NOUN fis-4904 196 21 used use VERB fis-4904 196 22 in in ADP fis-4904 196 23 the the DET fis-4904 196 24 cdp cdp PROPN fis-4904 196 25 model model NOUN fis-4904 196 26 . . PUNCT fis-4904 197 1 parameters parameter NOUN fis-4904 197 2 equation equation NOUN fis-4904 197 3 strain strain VERB fis-4904 197 4 for for ADP fis-4904 197 5 peak peak NOUN fis-4904 197 6 compression compression NOUN fis-4904 197 7 strength strength NOUN fis-4904 197 8 , , PUNCT fis-4904 197 9 εc εc NOUN fis-4904 197 10 , , PUNCT fis-4904 197 11 r r NOUN fis-4904 198 1 -6 -6 NOUN fis-4904 198 2 c c X fis-4904 198 3 , , PUNCT fis-4904 198 4 r r NOUN fis-4904 198 5 cε cε NOUN fis-4904 198 6 =( =( NOUN fis-4904 198 7 700 700 NUM fis-4904 198 8 + + SYM fis-4904 198 9 172 172 NUM fis-4904 198 10 f f NOUN fis-4904 198 11 ) ) PUNCT fis-4904 198 12 ×10 ×10 NOUN fis-4904 198 13 strain strain NOUN fis-4904 198 14 for for ADP fis-4904 198 15 peak peak NOUN fis-4904 198 16 tension tension NOUN fis-4904 198 17 strength strength NOUN fis-4904 198 18 , , PUNCT fis-4904 198 19 εt εt PROPN fis-4904 198 20 , , PUNCT fis-4904 198 21 r r NOUN fis-4904 198 22 0.54 0.54 NUM fis-4904 198 23 -6 -6 NOUN fis-4904 198 24 t t PROPN fis-4904 198 25 , , PUNCT fis-4904 198 26 r r PROPN fis-4904 198 27 t t PROPN fis-4904 198 28 , , PUNCT fis-4904 198 29 rε rε PROPN fis-4904 198 30 = = PROPN fis-4904 198 31 f f X fis-4904 199 1 ×65×10 ×65×10 NOUN fis-4904 199 2 descending descend VERB fis-4904 199 3 parameters parameter NOUN fis-4904 199 4 of of ADP fis-4904 199 5 compression compression NOUN fis-4904 199 6 curve curve NOUN fis-4904 199 7 , , PUNCT fis-4904 199 8 αc αc ADP fis-4904 199 9 0.785 0.785 NUM fis-4904 199 10 c c NOUN fis-4904 199 11 cα cα ADP fis-4904 199 12 = = NOUN fis-4904 199 13 0.157f 0.157f ADJ fis-4904 199 14 -0.905 -0.905 ADJ fis-4904 199 15 descending descend VERB fis-4904 199 16 parameters parameter NOUN fis-4904 199 17 of of ADP fis-4904 199 18 compression compression NOUN fis-4904 199 19 curve curve NOUN fis-4904 199 20 , , PUNCT fis-4904 199 21 αt αt NOUN fis-4904 199 22 2 2 NUM fis-4904 199 23 t t NOUN fis-4904 199 24 t t PROPN fis-4904 199 25 , , PUNCT fis-4904 199 26 rα rα PART fis-4904 199 27 = = NUM fis-4904 199 28 0.312f 0.312f ADJ fis-4904 199 29 table table NOUN fis-4904 199 30 5 5 NUM fis-4904 199 31 : : PUNCT fis-4904 199 32 used use VERB fis-4904 199 33 equation equation NOUN fis-4904 199 34 for for ADP fis-4904 199 35 developing develop VERB fis-4904 199 36 parameter parameter NOUN fis-4904 199 37 for for ADP fis-4904 199 38 cdp cdp NOUN fis-4904 199 39 model model NOUN fis-4904 199 40 [ [ X fis-4904 199 41 26,27 26,27 NUM fis-4904 199 42 ] ] PUNCT fis-4904 199 43 . . PUNCT fis-4904 200 1 figure figure NOUN fis-4904 200 2 3 3 NUM fis-4904 200 3 : : PUNCT fis-4904 200 4 constitutive constitutive ADJ fis-4904 200 5 curve curve NOUN fis-4904 200 6 of of ADP fis-4904 200 7 the the DET fis-4904 200 8 concrete concrete ADV fis-4904 200 9 - - PUNCT fis-4904 200 10 damaged damage VERB fis-4904 200 11 plasticity plasticity NOUN fis-4904 200 12 model model NOUN fis-4904 200 13 [ [ X fis-4904 200 14 27 27 NUM fis-4904 200 15 ] ] PUNCT fis-4904 200 16 . . PUNCT fis-4904 201 1 eqns eqns PROPN fis-4904 201 2 . . PUNCT fis-4904 202 1 ( ( PUNCT fis-4904 202 2 3)-(6 3)-(6 NUM fis-4904 202 3 ) ) PUNCT fis-4904 202 4 are be AUX fis-4904 202 5 used use VERB fis-4904 202 6 to to PART fis-4904 202 7 calculate calculate VERB fis-4904 202 8 the the DET fis-4904 202 9 plastic plastic ADJ fis-4904 202 10 compressive compressive NOUN fis-4904 202 11 and and CCONJ fis-4904 202 12 tensile tensile NOUN fis-4904 202 13 strains strain NOUN fis-4904 202 14 of of ADP fis-4904 202 15 concrete concrete NOUN fis-4904 202 16 , , PUNCT fis-4904 202 17 according accord VERB fis-4904 202 18 to to ADP fis-4904 202 19 niu niu PROPN fis-4904 202 20 et et PROPN fis-4904 202 21 al al PROPN fis-4904 202 22 . . PUNCT fis-4904 203 1 [ [ X fis-4904 203 2 32 32 NUM fis-4904 203 3 ] ] PUNCT fis-4904 203 4 . . PUNCT fis-4904 203 5 m. m. PROPN fis-4904 203 6 b. b. PROPN fis-4904 203 7 prince prince PROPN fis-4904 203 8 et et PROPN fis-4904 203 9 alii alii PROPN fis-4904 203 10 , , PUNCT fis-4904 203 11 frattura frattura PROPN fis-4904 203 12 ed ed PROPN fis-4904 203 13 integrità integrità PROPN fis-4904 203 14 strutturale strutturale PROPN fis-4904 203 15 , , PUNCT fis-4904 203 16 69 69 NUM fis-4904 203 17 ( ( PUNCT fis-4904 203 18 2024 2024 NUM fis-4904 203 19 ) ) PUNCT fis-4904 203 20 154 154 NUM fis-4904 203 21 - - SYM fis-4904 203 22 180 180 NUM fis-4904 203 23 ; ; PUNCT fis-4904 203 24 doi doi NOUN fis-4904 203 25 : : PUNCT fis-4904 203 26 10.3221 10.3221 NUM fis-4904 203 27 / / SYM fis-4904 203 28 igf igf PROPN fis-4904 203 29 - - PUNCT fis-4904 203 30 esis.69.12 esis.69.12 PROPN fis-4904 203 31 161 161 NUM fis-4904 203 32 pl pl NOUN fis-4904 203 33 c c NOUN fis-4904 203 34 c c NOUN fis-4904 203 35 c c PROPN fis-4904 203 36 c c PROPN fis-4904 203 37 σ σ X fis-4904 203 38 ε ε PROPN fis-4904 203 39 = = SYM fis-4904 203 40 ε ε PROPN fis-4904 203 41       SPACE fis-4904 203 42 ( ( PUNCT fis-4904 203 43 1 1 NUM fis-4904 203 44 - - SYM fis-4904 203 45 d d NOUN fis-4904 203 46 ) ) PUNCT fis-4904 203 47 e e NOUN fis-4904 203 48 ( ( PUNCT fis-4904 203 49 3 3 X fis-4904 203 50 ) ) PUNCT fis-4904 203 51 pl pl PROPN fis-4904 203 52 c c PROPN fis-4904 203 53 c0 c0 PROPN fis-4904 203 54 c c PROPN fis-4904 203 55 σ σ PROPN fis-4904 203 56 ε ε PROPN fis-4904 203 57 = = SYM fis-4904 203 58 ε ε PROPN fis-4904 203 59     SPACE fis-4904 203 60 e e X fis-4904 203 61 ( ( PUNCT fis-4904 203 62 4 4 X fis-4904 203 63 ) ) PUNCT fis-4904 203 64 pl pl PROPN fis-4904 203 65 t t PROPN fis-4904 203 66 t t PROPN fis-4904 203 67 t t PROPN fis-4904 203 68 t t PROPN fis-4904 203 69 σ σ X fis-4904 203 70 ε ε PROPN fis-4904 203 71 = = SYM fis-4904 203 72 ε ε PROPN fis-4904 203 73     SPACE fis-4904 203 74 ( ( PUNCT fis-4904 203 75 1 1 NUM fis-4904 203 76 - - SYM fis-4904 203 77 d d NOUN fis-4904 203 78 ) ) PUNCT fis-4904 203 79 e e NOUN fis-4904 203 80 ( ( PUNCT fis-4904 203 81 5 5 NUM fis-4904 203 82 ) ) PUNCT fis-4904 203 83 pl pl PROPN fis-4904 203 84 t t PROPN fis-4904 203 85 t0 t0 PROPN fis-4904 203 86 t t PROPN fis-4904 203 87 σ σ PROPN fis-4904 203 88 ε ε PROPN fis-4904 203 89 = = SYM fis-4904 203 90 ε ε PROPN fis-4904 203 91     SPACE fis-4904 203 92 e e X fis-4904 203 93 ( ( PUNCT fis-4904 203 94 6 6 NUM fis-4904 203 95 ) ) PUNCT fis-4904 203 96 where where SCONJ fis-4904 203 97 d d NOUN fis-4904 203 98 is be AUX fis-4904 203 99 the the DET fis-4904 203 100 damage damage NOUN fis-4904 203 101 parameter parameter NOUN fis-4904 203 102 , , PUNCT fis-4904 203 103 and and CCONJ fis-4904 203 104 σ σ PROPN fis-4904 203 105 and and CCONJ fis-4904 203 106 ε ε PROPN fis-4904 203 107 are be AUX fis-4904 203 108 the the DET fis-4904 203 109 stress stress NOUN fis-4904 203 110 and and CCONJ fis-4904 203 111 strain strain NOUN fis-4904 203 112 of of ADP fis-4904 203 113 concrete concrete NOUN fis-4904 203 114 , , PUNCT fis-4904 203 115 respectively respectively ADV fis-4904 203 116 . . PUNCT fis-4904 204 1 the the DET fis-4904 204 2 superscripts superscripts PROPN fis-4904 204 3 el el PROPN fis-4904 204 4 and and CCONJ fis-4904 204 5 pl pl X fis-4904 204 6 refer refer NOUN fis-4904 204 7 to to ADP fis-4904 204 8 elastic elastic ADJ fis-4904 204 9 and and CCONJ fis-4904 204 10 plastic plastic ADJ fis-4904 204 11 components component NOUN fis-4904 204 12 , , PUNCT fis-4904 204 13 respectively respectively ADV fis-4904 204 14 , , PUNCT fis-4904 204 15 while while SCONJ fis-4904 204 16 the the DET fis-4904 204 17 subscripts subscript NOUN fis-4904 204 18 c c NOUN fis-4904 204 19 and and CCONJ fis-4904 204 20 t t PROPN fis-4904 204 21 represent represent VERB fis-4904 204 22 compressive compressive ADJ fis-4904 204 23 and and CCONJ fis-4904 204 24 tensile tensile NOUN fis-4904 204 25 states state NOUN fis-4904 204 26 . . PUNCT fis-4904 205 1 the the DET fis-4904 205 2 parameter parameter NOUN fis-4904 205 3 " " PUNCT fis-4904 205 4 0 0 NUM fis-4904 205 5 " " PUNCT fis-4904 205 6 signifies signify VERB fis-4904 205 7 no no DET fis-4904 205 8 damage damage NOUN fis-4904 205 9 considered consider VERB fis-4904 205 10 . . PUNCT fis-4904 206 1 the the DET fis-4904 206 2 compression compression NOUN fis-4904 206 3 and and CCONJ fis-4904 206 4 tension tension NOUN fis-4904 206 5 curve curve NOUN fis-4904 206 6 used use VERB fis-4904 206 7 for for ADP fis-4904 206 8 this this DET fis-4904 206 9 study study NOUN fis-4904 206 10 to to PART fis-4904 206 11 model model NOUN fis-4904 206 12 concrete concrete NOUN fis-4904 206 13 is be AUX fis-4904 206 14 shown show VERB fis-4904 206 15 in in ADP fis-4904 206 16 fig fig NOUN fis-4904 206 17 . . PUNCT fis-4904 207 1 4 4 X fis-4904 207 2 . . X fis-4904 208 1 the the DET fis-4904 208 2 damage damage NOUN fis-4904 208 3 parameters parameter NOUN fis-4904 208 4 have have AUX fis-4904 208 5 been be AUX fis-4904 208 6 calculated calculate VERB fis-4904 208 7 based base VERB fis-4904 208 8 on on ADP fis-4904 208 9 the the DET fis-4904 208 10 damage damage NOUN fis-4904 208 11 model model NOUN fis-4904 208 12 provided provide VERB fis-4904 208 13 by by ADP fis-4904 208 14 sidorroff sidorroff NOUN fis-4904 209 1 [ [ X fis-4904 209 2 33 33 NUM fis-4904 209 3 ] ] PUNCT fis-4904 209 4 as as ADP fis-4904 209 5 per per ADP fis-4904 209 6 eqn eqn NOUN fis-4904 209 7 . . PUNCT fis-4904 210 1 7 7 X fis-4904 210 2 . . X fis-4904 210 3 σ σ NOUN fis-4904 210 4 d=1 d=1 NOUN fis-4904 210 5     SPACE fis-4904 210 6 εe εe X fis-4904 210 7 ( ( PUNCT fis-4904 210 8 7 7 NUM fis-4904 210 9 ) ) PUNCT fis-4904 210 10 ( ( PUNCT fis-4904 210 11 a a NOUN fis-4904 210 12 ) ) PUNCT fis-4904 210 13 ( ( PUNCT fis-4904 210 14 b b X fis-4904 210 15 ) ) PUNCT fis-4904 210 16 figure figure NOUN fis-4904 210 17 4 4 NUM fis-4904 210 18 : : PUNCT fis-4904 210 19 stress stress NOUN fis-4904 210 20 – – PUNCT fis-4904 210 21 strain strain NOUN fis-4904 210 22 relationship relationship NOUN fis-4904 210 23 of of ADP fis-4904 210 24 the the DET fis-4904 210 25 concrete concrete ADV fis-4904 210 26 - - PUNCT fis-4904 210 27 damaged damage VERB fis-4904 210 28 plastic plastic NOUN fis-4904 210 29 model model NOUN fis-4904 210 30 : : PUNCT fis-4904 210 31 ( ( PUNCT fis-4904 210 32 a a X fis-4904 210 33 ) ) PUNCT fis-4904 210 34 compressive compressive ADJ fis-4904 210 35 stress stress NOUN fis-4904 210 36 - - PUNCT fis-4904 210 37 strain strain NOUN fis-4904 210 38 curve curve NOUN fis-4904 210 39 ; ; PUNCT fis-4904 210 40 and and CCONJ fis-4904 210 41 ( ( PUNCT fis-4904 210 42 b b NOUN fis-4904 210 43 ) ) PUNCT fis-4904 210 44 tensile tensile NOUN fis-4904 210 45 stressstrain stressstrain NOUN fis-4904 210 46 curve curve NOUN fis-4904 210 47 . . PUNCT fis-4904 211 1 details detail NOUN fis-4904 211 2 of of ADP fis-4904 211 3 modeling model VERB fis-4904 211 4 the the DET fis-4904 211 5 finite finite PROPN fis-4904 211 6 element element NOUN fis-4904 211 7 model model NOUN fis-4904 211 8 was be AUX fis-4904 211 9 created create VERB fis-4904 211 10 by by ADP fis-4904 211 11 generating generate VERB fis-4904 211 12 two two NUM fis-4904 211 13 parts part NOUN fis-4904 211 14 for for ADP fis-4904 211 15 the the DET fis-4904 211 16 concrete concrete ADJ fis-4904 211 17 cube cube NOUN fis-4904 211 18 and and CCONJ fis-4904 211 19 reinforcement reinforcement NOUN fis-4904 211 20 . . PUNCT fis-4904 212 1 three three NUM fis-4904 212 2 - - PUNCT fis-4904 212 3 dimensional dimensional ADJ fis-4904 212 4 deformable deformable ADJ fis-4904 212 5 solid solid ADJ fis-4904 212 6 parts part NOUN fis-4904 212 7 have have AUX fis-4904 212 8 been be AUX fis-4904 212 9 generated generate VERB fis-4904 212 10 for for ADP fis-4904 212 11 concrete concrete ADJ fis-4904 212 12 and and CCONJ fis-4904 212 13 reinforcement reinforcement NOUN fis-4904 212 14 , , PUNCT fis-4904 212 15 and and CCONJ fis-4904 212 16 their their PRON fis-4904 212 17 dimensions dimension NOUN fis-4904 212 18 are be AUX fis-4904 212 19 assigned assign VERB fis-4904 212 20 based base VERB fis-4904 212 21 on on ADP fis-4904 212 22 tab tab NOUN fis-4904 212 23 . . PUNCT fis-4904 213 1 2 2 X fis-4904 213 2 . . X fis-4904 213 3 a a DET fis-4904 213 4 cylindrical cylindrical ADJ fis-4904 213 5 hole hole NOUN fis-4904 213 6 was be AUX fis-4904 213 7 created create VERB fis-4904 213 8 through through ADP fis-4904 213 9 the the DET fis-4904 213 10 center center NOUN fis-4904 213 11 of of ADP fis-4904 213 12 the the DET fis-4904 213 13 concrete concrete ADJ fis-4904 213 14 cube cube NOUN fis-4904 213 15 with with ADP fis-4904 213 16 the the DET fis-4904 213 17 exact exact ADJ fis-4904 213 18 diameter diameter NOUN fis-4904 213 19 of of ADP fis-4904 213 20 the the DET fis-4904 213 21 reinforcement reinforcement NOUN fis-4904 213 22 to to PART fis-4904 213 23 ensure ensure VERB fis-4904 213 24 interaction interaction NOUN fis-4904 213 25 between between ADP fis-4904 213 26 the the DET fis-4904 213 27 bonded bond VERB fis-4904 213 28 region region NOUN fis-4904 213 29 of of ADP fis-4904 213 30 concrete concrete NOUN fis-4904 213 31 and and CCONJ fis-4904 213 32 reinforcement reinforcement NOUN fis-4904 213 33 . . PUNCT fis-4904 214 1 the the DET fis-4904 214 2 rebar rebar NOUN fis-4904 214 3 was be AUX fis-4904 214 4 then then ADV fis-4904 214 5 placed place VERB fis-4904 214 6 into into ADP fis-4904 214 7 this this DET fis-4904 214 8 hole hole NOUN fis-4904 214 9 . . PUNCT fis-4904 215 1 in in ADP fis-4904 215 2 the the DET fis-4904 215 3 experiment experiment NOUN fis-4904 215 4 conducted conduct VERB fis-4904 215 5 by by ADP fis-4904 215 6 deng deng PROPN fis-4904 215 7 et et PROPN fis-4904 215 8 al al PROPN fis-4904 215 9 . . PUNCT fis-4904 216 1 [ [ X fis-4904 216 2 21 21 NUM fis-4904 216 3 ] ] PUNCT fis-4904 216 4 , , PUNCT fis-4904 216 5 pvc pvc ADJ fis-4904 216 6 pipe pipe NOUN fis-4904 216 7 was be AUX fis-4904 216 8 used use VERB fis-4904 216 9 at at ADP fis-4904 216 10 the the DET fis-4904 216 11 unbonded unbonded ADJ fis-4904 216 12 region region NOUN fis-4904 216 13 to to PART fis-4904 216 14 control control VERB fis-4904 216 15 the the DET fis-4904 216 16 embedded embed VERB fis-4904 216 17 length length NOUN fis-4904 216 18 of of ADP fis-4904 216 19 reinforcement reinforcement NOUN fis-4904 216 20 . . PUNCT fis-4904 217 1 however however ADV fis-4904 217 2 , , PUNCT fis-4904 217 3 since since SCONJ fis-4904 217 4 pvc pvc ADJ fis-4904 217 5 material material NOUN fis-4904 217 6 properties property NOUN fis-4904 217 7 were be AUX fis-4904 217 8 unavailable unavailable ADJ fis-4904 217 9 for for ADP fis-4904 217 10 this this DET fis-4904 217 11 study study NOUN fis-4904 217 12 , , PUNCT fis-4904 217 13 pvc pvc ADJ fis-4904 217 14 pipe pipe NOUN fis-4904 217 15 has have AUX fis-4904 217 16 not not PART fis-4904 217 17 been be AUX fis-4904 217 18 used use VERB fis-4904 217 19 in in ADP fis-4904 217 20 the the DET fis-4904 217 21 unbonded unbonded ADJ fis-4904 217 22 region region NOUN fis-4904 217 23 . . PUNCT fis-4904 218 1 the the DET fis-4904 218 2 assignment assignment NOUN fis-4904 218 3 of of ADP fis-4904 218 4 holes hole NOUN fis-4904 218 5 with with ADP fis-4904 218 6 different different ADJ fis-4904 218 7 thicknesses thickness NOUN fis-4904 218 8 may may AUX fis-4904 218 9 result result VERB fis-4904 218 10 in in ADP fis-4904 218 11 the the DET fis-4904 218 12 assignment assignment NOUN fis-4904 218 13 of of ADP fis-4904 218 14 complex complex ADJ fis-4904 218 15 element element NOUN fis-4904 218 16 types type NOUN fis-4904 218 17 . . PUNCT fis-4904 219 1 for for ADP fis-4904 219 2 instance instance NOUN fis-4904 219 3 , , PUNCT fis-4904 219 4 in in ADP fis-4904 219 5 this this DET fis-4904 219 6 study study NOUN fis-4904 219 7 , , PUNCT fis-4904 219 8 the the DET fis-4904 219 9 thickness thickness NOUN fis-4904 219 10 of of ADP fis-4904 219 11 different different ADJ fis-4904 219 12 hole hole NOUN fis-4904 219 13 sizes size NOUN fis-4904 219 14 led lead VERB fis-4904 219 15 to to ADP fis-4904 219 16 the the DET fis-4904 219 17 assignment assignment NOUN fis-4904 219 18 of of ADP fis-4904 219 19 an an DET fis-4904 219 20 element element ADJ fis-4904 219 21 type type NOUN fis-4904 219 22 of of ADP fis-4904 219 23 “ " PUNCT fis-4904 219 24 tet tet NOUN fis-4904 219 25 ” " PUNCT fis-4904 219 26 or or CCONJ fis-4904 219 27 “ " PUNCT fis-4904 219 28 wedge wedge NOUN fis-4904 219 29 ” " PUNCT fis-4904 219 30 shape shape NOUN fis-4904 219 31 , , PUNCT fis-4904 219 32 which which PRON fis-4904 219 33 is be AUX fis-4904 219 34 unsuitable unsuitable ADJ fis-4904 219 35 for for ADP fis-4904 219 36 the the DET fis-4904 219 37 desired desire VERB fis-4904 219 38 output output NOUN fis-4904 219 39 . . PUNCT fis-4904 220 1 therefore therefore ADV fis-4904 220 2 , , PUNCT fis-4904 220 3 the the DET fis-4904 220 4 hole hole NOUN fis-4904 220 5 size size NOUN fis-4904 220 6 has have AUX fis-4904 220 7 been be AUX fis-4904 220 8 kept keep VERB fis-4904 220 9 uniform uniform ADJ fis-4904 220 10 throughout throughout ADP fis-4904 220 11 the the DET fis-4904 220 12 concrete concrete NOUN fis-4904 220 13 . . PUNCT fis-4904 221 1 however however ADV fis-4904 221 2 , , PUNCT fis-4904 221 3 no no DET fis-4904 221 4 m. m. NOUN fis-4904 221 5 b. b. PROPN fis-4904 221 6 prince prince PROPN fis-4904 221 7 et et PROPN fis-4904 221 8 alii alii PROPN fis-4904 221 9 , , PUNCT fis-4904 221 10 frattura frattura PROPN fis-4904 221 11 ed ed PROPN fis-4904 221 12 integrità integrità PROPN fis-4904 221 13 strutturale strutturale PROPN fis-4904 221 14 , , PUNCT fis-4904 221 15 69 69 NUM fis-4904 221 16 ( ( PUNCT fis-4904 221 17 2024 2024 NUM fis-4904 221 18 ) ) PUNCT fis-4904 221 19 154 154 NUM fis-4904 221 20 - - SYM fis-4904 221 21 180 180 NUM fis-4904 221 22 ; ; PUNCT fis-4904 221 23 doi doi NOUN fis-4904 221 24 : : PUNCT fis-4904 221 25 10.3221 10.3221 NUM fis-4904 221 26 / / SYM fis-4904 221 27 igf igf PROPN fis-4904 221 28 - - PUNCT fis-4904 221 29 esis.69.12 esis.69.12 PROPN fis-4904 221 30 162 162 NUM fis-4904 221 31 interaction interaction NOUN fis-4904 221 32 between between ADP fis-4904 221 33 the the DET fis-4904 221 34 concrete concrete ADJ fis-4904 221 35 and and CCONJ fis-4904 221 36 reinforcement reinforcement NOUN fis-4904 221 37 has have AUX fis-4904 221 38 been be AUX fis-4904 221 39 assigned assign VERB fis-4904 221 40 at at ADP fis-4904 221 41 the the DET fis-4904 221 42 unbonded unbonded ADJ fis-4904 221 43 region region NOUN fis-4904 221 44 . . PUNCT fis-4904 222 1 an an DET fis-4904 222 2 eight eight NUM fis-4904 222 3 - - PUNCT fis-4904 222 4 node node ADJ fis-4904 222 5 linear linear ADJ fis-4904 222 6 brick brick NOUN fis-4904 222 7 element element NOUN fis-4904 222 8 with with ADP fis-4904 222 9 reduced reduced ADJ fis-4904 222 10 integration integration NOUN fis-4904 222 11 ( ( PUNCT fis-4904 222 12 c3d8r c3d8r NUM fis-4904 222 13 ) ) PUNCT fis-4904 222 14 has have AUX fis-4904 222 15 been be AUX fis-4904 222 16 used use VERB fis-4904 222 17 as as ADP fis-4904 222 18 an an DET fis-4904 222 19 element element ADJ fis-4904 222 20 type type NOUN fis-4904 222 21 for for ADP fis-4904 222 22 both both CCONJ fis-4904 222 23 the the DET fis-4904 222 24 concrete concrete NOUN fis-4904 222 25 and and CCONJ fis-4904 222 26 reinforcement reinforcement NOUN fis-4904 222 27 . . PUNCT fis-4904 223 1 the the DET fis-4904 223 2 transverse transverse NOUN fis-4904 223 3 reinforcement reinforcement NOUN fis-4904 223 4 has have AUX fis-4904 223 5 been be AUX fis-4904 223 6 generated generate VERB fis-4904 223 7 using use VERB fis-4904 223 8 a a DET fis-4904 223 9 three three NUM fis-4904 223 10 - - PUNCT fis-4904 223 11 dimensional dimensional ADJ fis-4904 223 12 deformable deformable ADJ fis-4904 223 13 wire wire NOUN fis-4904 223 14 part part NOUN fis-4904 223 15 for for ADP fis-4904 223 16 the the DET fis-4904 223 17 reference reference NOUN fis-4904 223 18 specimen speciman NOUN fis-4904 223 19 of of ADP fis-4904 223 20 tang tang PROPN fis-4904 223 21 and and CCONJ fis-4904 223 22 cheng cheng PROPN fis-4904 224 1 [ [ X fis-4904 224 2 12 12 NUM fis-4904 224 3 ] ] PUNCT fis-4904 224 4 . . PUNCT fis-4904 225 1 the the DET fis-4904 225 2 truss truss ADJ fis-4904 225 3 - - PUNCT fis-4904 225 4 type type NOUN fis-4904 225 5 section section NOUN fis-4904 225 6 has have AUX fis-4904 225 7 been be AUX fis-4904 225 8 assigned assign VERB fis-4904 225 9 in in ADP fis-4904 225 10 transverse transverse NOUN fis-4904 225 11 reinforcement reinforcement NOUN fis-4904 225 12 , , PUNCT fis-4904 225 13 and and CCONJ fis-4904 225 14 its its PRON fis-4904 225 15 cross cross NOUN fis-4904 225 16 - - NOUN fis-4904 225 17 section section NOUN fis-4904 225 18 has have AUX fis-4904 225 19 been be AUX fis-4904 225 20 assigned assign VERB fis-4904 225 21 according accord VERB fis-4904 225 22 to to ADP fis-4904 225 23 tab tab NOUN fis-4904 225 24 . . PUNCT fis-4904 226 1 2 2 X fis-4904 226 2 . . X fis-4904 227 1 once once SCONJ fis-4904 227 2 the the DET fis-4904 227 3 concrete concrete ADJ fis-4904 227 4 damage damage NOUN fis-4904 227 5 plasticity plasticity NOUN fis-4904 227 6 material material NOUN fis-4904 227 7 properties property NOUN fis-4904 227 8 have have AUX fis-4904 227 9 been be AUX fis-4904 227 10 assigned assign VERB fis-4904 227 11 to to ADP fis-4904 227 12 the the DET fis-4904 227 13 concrete concrete ADJ fis-4904 227 14 section section NOUN fis-4904 227 15 , , PUNCT fis-4904 227 16 the the DET fis-4904 227 17 material material NOUN fis-4904 227 18 property property NOUN fis-4904 227 19 of of ADP fis-4904 227 20 reinforcement reinforcement NOUN fis-4904 227 21 has have AUX fis-4904 227 22 been be AUX fis-4904 227 23 defined define VERB fis-4904 227 24 using use VERB fis-4904 227 25 yield yield NOUN fis-4904 227 26 stress stress NOUN fis-4904 227 27 , , PUNCT fis-4904 227 28 ultimate ultimate ADJ fis-4904 227 29 stress stress NOUN fis-4904 227 30 , , PUNCT fis-4904 227 31 and and CCONJ fis-4904 227 32 the the DET fis-4904 227 33 corresponding corresponding ADJ fis-4904 227 34 strain strain NOUN fis-4904 227 35 mentioned mention VERB fis-4904 227 36 in in ADP fis-4904 227 37 the the DET fis-4904 227 38 references reference NOUN fis-4904 227 39 [ [ X fis-4904 227 40 12,21 12,21 NUM fis-4904 227 41 ] ] PUNCT fis-4904 227 42 . . PUNCT fis-4904 228 1 young young PROPN fis-4904 228 2 ’s ’s PART fis-4904 228 3 modulus modulus NOUN fis-4904 228 4 and and CCONJ fis-4904 228 5 poisson poisson PROPN fis-4904 228 6 ’s ’s PART fis-4904 228 7 ratios ratio NOUN fis-4904 228 8 were be AUX fis-4904 228 9 considered consider VERB fis-4904 228 10 210 210 NUM fis-4904 228 11 gpa gpa NOUN fis-4904 228 12 and and CCONJ fis-4904 228 13 0.3 0.3 NUM fis-4904 228 14 for for ADP fis-4904 228 15 steel steel NOUN fis-4904 228 16 rebar rebar NOUN fis-4904 228 17 , , PUNCT fis-4904 228 18 respectively respectively ADV fis-4904 228 19 . . PUNCT fis-4904 229 1 finally finally ADV fis-4904 229 2 , , PUNCT fis-4904 229 3 the the DET fis-4904 229 4 defined define VERB fis-4904 229 5 material material NOUN fis-4904 229 6 property property NOUN fis-4904 229 7 was be AUX fis-4904 229 8 assigned assign VERB fis-4904 229 9 to to ADP fis-4904 229 10 the the DET fis-4904 229 11 longitudinal longitudinal ADJ fis-4904 229 12 and and CCONJ fis-4904 229 13 transverse transverse NOUN fis-4904 229 14 reinforcement reinforcement NOUN fis-4904 229 15 sections section NOUN fis-4904 229 16 . . PUNCT fis-4904 230 1 loading loading NOUN fis-4904 230 2 and and CCONJ fis-4904 230 3 boundary boundary ADJ fis-4904 230 4 conditions condition NOUN fis-4904 230 5 the the DET fis-4904 230 6 boundary boundary ADJ fis-4904 230 7 condition condition NOUN fis-4904 230 8 has have AUX fis-4904 230 9 been be AUX fis-4904 230 10 resembled resemble VERB fis-4904 230 11 according accord VERB fis-4904 230 12 to to ADP fis-4904 230 13 experimental experimental ADJ fis-4904 230 14 work work NOUN fis-4904 230 15 [ [ X fis-4904 230 16 12,21 12,21 NUM fis-4904 230 17 ] ] PUNCT fis-4904 230 18 . . PUNCT fis-4904 231 1 in in ADP fis-4904 231 2 the the DET fis-4904 231 3 experiment experiment NOUN fis-4904 231 4 , , PUNCT fis-4904 231 5 the the DET fis-4904 231 6 concrete concrete ADJ fis-4904 231 7 face face NOUN fis-4904 231 8 near near ADP fis-4904 231 9 the the DET fis-4904 231 10 loading loading NOUN fis-4904 231 11 end end NOUN fis-4904 231 12 of of ADP fis-4904 231 13 the the DET fis-4904 231 14 reinforcement reinforcement NOUN fis-4904 231 15 was be AUX fis-4904 231 16 fixed fix VERB fis-4904 231 17 by by ADP fis-4904 231 18 the the DET fis-4904 231 19 rigid rigid ADJ fis-4904 231 20 plate plate NOUN fis-4904 231 21 of of ADP fis-4904 231 22 the the DET fis-4904 231 23 loading loading NOUN fis-4904 231 24 device device NOUN fis-4904 231 25 [ [ X fis-4904 231 26 12,21 12,21 NUM fis-4904 231 27 ] ] PUNCT fis-4904 231 28 . . PUNCT fis-4904 232 1 therefore therefore ADV fis-4904 232 2 , , PUNCT fis-4904 232 3 an an DET fis-4904 232 4 encastre encastre ADJ fis-4904 232 5 boundary boundary ADJ fis-4904 232 6 condition condition NOUN fis-4904 232 7 has have AUX fis-4904 232 8 been be AUX fis-4904 232 9 applied apply VERB fis-4904 232 10 on on ADP fis-4904 232 11 the the DET fis-4904 232 12 top top ADJ fis-4904 232 13 face face NOUN fis-4904 232 14 of of ADP fis-4904 232 15 concrete concrete NOUN fis-4904 232 16 by by ADP fis-4904 232 17 which which PRON fis-4904 232 18 all all DET fis-4904 232 19 degrees degree NOUN fis-4904 232 20 of of ADP fis-4904 232 21 freedom freedom NOUN fis-4904 232 22 ( ( PUNCT fis-4904 232 23 translations translation NOUN fis-4904 232 24 and and CCONJ fis-4904 232 25 rotations rotation NOUN fis-4904 232 26 ) ) PUNCT fis-4904 232 27 are be AUX fis-4904 232 28 constrained constrain VERB fis-4904 232 29 to to PART fis-4904 232 30 be be AUX fis-4904 232 31 zero zero NUM fis-4904 232 32 . . PUNCT fis-4904 233 1 a a DET fis-4904 233 2 reference reference NOUN fis-4904 233 3 point point NOUN fis-4904 233 4 has have AUX fis-4904 233 5 been be AUX fis-4904 233 6 created create VERB fis-4904 233 7 above above ADP fis-4904 233 8 the the DET fis-4904 233 9 surface surface NOUN fis-4904 233 10 of of ADP fis-4904 233 11 the the DET fis-4904 233 12 loading loading NOUN fis-4904 233 13 end end NOUN fis-4904 233 14 of of ADP fis-4904 233 15 the the DET fis-4904 233 16 rebar rebar NOUN fis-4904 233 17 . . PUNCT fis-4904 234 1 a a DET fis-4904 234 2 kinematic kinematic ADJ fis-4904 234 3 coupling coupling NOUN fis-4904 234 4 constraint constraint NOUN fis-4904 234 5 has have AUX fis-4904 234 6 been be AUX fis-4904 234 7 assigned assign VERB fis-4904 234 8 to to ADP fis-4904 234 9 this this DET fis-4904 234 10 reference reference NOUN fis-4904 234 11 point point NOUN fis-4904 234 12 , , PUNCT fis-4904 234 13 which which PRON fis-4904 234 14 works work VERB fis-4904 234 15 as as ADP fis-4904 234 16 the the DET fis-4904 234 17 rebar rebar NOUN fis-4904 234 18 's 's PART fis-4904 234 19 control control NOUN fis-4904 234 20 point point NOUN fis-4904 234 21 and and CCONJ fis-4904 234 22 loading loading NOUN fis-4904 234 23 surface surface NOUN fis-4904 234 24 ( ( PUNCT fis-4904 234 25 see see VERB fis-4904 234 26 fig fig NOUN fis-4904 234 27 . . PUNCT fis-4904 235 1 10 10 NUM fis-4904 235 2 ) ) PUNCT fis-4904 235 3 . . PUNCT fis-4904 236 1 therefore therefore ADV fis-4904 236 2 , , PUNCT fis-4904 236 3 all all DET fis-4904 236 4 degrees degree NOUN fis-4904 236 5 of of ADP fis-4904 236 6 freedom freedom NOUN fis-4904 236 7 of of ADP fis-4904 236 8 the the DET fis-4904 236 9 loading loading NOUN fis-4904 236 10 surface surface NOUN fis-4904 236 11 of of ADP fis-4904 236 12 the the DET fis-4904 236 13 rebar rebar NOUN fis-4904 236 14 have have AUX fis-4904 236 15 been be AUX fis-4904 236 16 constrained constrain VERB fis-4904 236 17 at at ADP fis-4904 236 18 the the DET fis-4904 236 19 reference reference NOUN fis-4904 236 20 point point NOUN fis-4904 236 21 . . PUNCT fis-4904 237 1 the the DET fis-4904 237 2 loading loading NOUN fis-4904 237 3 end end NOUN fis-4904 237 4 of of ADP fis-4904 237 5 the the DET fis-4904 237 6 rebar rebar NOUN fis-4904 237 7 was be AUX fis-4904 237 8 pulled pull VERB fis-4904 237 9 by by ADP fis-4904 237 10 universal universal ADJ fis-4904 237 11 testing testing NOUN fis-4904 237 12 machine machine NOUN fis-4904 237 13 at at ADP fis-4904 237 14 a a DET fis-4904 237 15 constant constant ADJ fis-4904 237 16 displacement displacement NOUN fis-4904 237 17 rate rate NOUN fis-4904 237 18 in in ADP fis-4904 237 19 the the DET fis-4904 237 20 reference reference NOUN fis-4904 237 21 experiment experiment NOUN fis-4904 237 22 [ [ X fis-4904 237 23 12,21 12,21 NUM fis-4904 237 24 ] ] PUNCT fis-4904 237 25 . . PUNCT fis-4904 238 1 therefore therefore ADV fis-4904 238 2 , , PUNCT fis-4904 238 3 a a DET fis-4904 238 4 displacement displacement NOUN fis-4904 238 5 of of ADP fis-4904 238 6 15 15 NUM fis-4904 238 7 mm mm NOUN fis-4904 238 8 has have AUX fis-4904 238 9 been be AUX fis-4904 238 10 applied apply VERB fis-4904 238 11 to to ADP fis-4904 238 12 the the DET fis-4904 238 13 reference reference NOUN fis-4904 238 14 point point NOUN fis-4904 238 15 . . PUNCT fis-4904 239 1 the the DET fis-4904 239 2 boundary boundary ADJ fis-4904 239 3 condition condition NOUN fis-4904 239 4 of of ADP fis-4904 239 5 the the DET fis-4904 239 6 whole whole ADJ fis-4904 239 7 model model NOUN fis-4904 239 8 is be AUX fis-4904 239 9 shown show VERB fis-4904 239 10 in in ADP fis-4904 239 11 fig fig NOUN fis-4904 239 12 . . PUNCT fis-4904 240 1 5 5 X fis-4904 240 2 . . X fis-4904 240 3 figure figure NOUN fis-4904 240 4 5 5 NUM fis-4904 240 5 : : PUNCT fis-4904 240 6 load load NOUN fis-4904 240 7 and and CCONJ fis-4904 240 8 boundary boundary ADJ fis-4904 240 9 condition condition NOUN fis-4904 240 10 of of ADP fis-4904 240 11 reference reference NOUN fis-4904 240 12 specimen speciman NOUN fis-4904 240 13 e1r16 e1r16 VERB fis-4904 241 1 [ [ X fis-4904 241 2 21 21 NUM fis-4904 241 3 ] ] PUNCT fis-4904 241 4 . . PUNCT fis-4904 242 1 interaction interaction NOUN fis-4904 242 2 between between ADP fis-4904 242 3 reinforcement reinforcement NOUN fis-4904 242 4 and and CCONJ fis-4904 242 5 concrete concrete NOUN fis-4904 242 6 in in ADP fis-4904 242 7 order order NOUN fis-4904 242 8 to to PART fis-4904 242 9 transfer transfer VERB fis-4904 242 10 load load NOUN fis-4904 242 11 between between ADP fis-4904 242 12 the the DET fis-4904 242 13 bonded bonded ADJ fis-4904 242 14 region region NOUN fis-4904 242 15 of of ADP fis-4904 242 16 reinforcement reinforcement NOUN fis-4904 242 17 and and CCONJ fis-4904 242 18 concrete concrete NOUN fis-4904 242 19 , , PUNCT fis-4904 242 20 a a DET fis-4904 242 21 contact contact NOUN fis-4904 242 22 model model NOUN fis-4904 242 23 needs need VERB fis-4904 242 24 to to PART fis-4904 242 25 be be AUX fis-4904 242 26 defined define VERB fis-4904 242 27 . . PUNCT fis-4904 243 1 two two NUM fis-4904 243 2 contact contact NOUN fis-4904 243 3 models model NOUN fis-4904 243 4 are be AUX fis-4904 243 5 available available ADJ fis-4904 243 6 in in ADP fis-4904 243 7 abaqus abaqus NOUN fis-4904 243 8 : : PUNCT fis-4904 243 9 node node NOUN fis-4904 243 10 - - PUNCT fis-4904 243 11 to to ADP fis-4904 243 12 - - PUNCT fis-4904 243 13 node node ADJ fis-4904 243 14 and and CCONJ fis-4904 243 15 surface surface NOUN fis-4904 243 16 - - PUNCT fis-4904 243 17 to to ADP fis-4904 243 18 - - PUNCT fis-4904 243 19 surface surface NOUN fis-4904 243 20 contact contact NOUN fis-4904 243 21 models model NOUN fis-4904 243 22 . . PUNCT fis-4904 244 1 the the DET fis-4904 244 2 surface surface NOUN fis-4904 244 3 - - PUNCT fis-4904 244 4 to to ADP fis-4904 244 5 - - PUNCT fis-4904 244 6 surface surface NOUN fis-4904 244 7 contact contact NOUN fis-4904 244 8 model model NOUN fis-4904 244 9 imposes impose VERB fis-4904 244 10 contact contact NOUN fis-4904 244 11 criteria criterion NOUN fis-4904 244 12 on on ADP fis-4904 244 13 average average ADJ fis-4904 244 14 across across ADP fis-4904 244 15 regions region NOUN fis-4904 244 16 of of ADP fis-4904 244 17 the the DET fis-4904 244 18 " " PUNCT fis-4904 244 19 master master NOUN fis-4904 244 20 " " PUNCT fis-4904 244 21 and and CCONJ fis-4904 244 22 " " PUNCT fis-4904 244 23 slave slave NOUN fis-4904 244 24 " " PUNCT fis-4904 244 25 surfaces surface NOUN fis-4904 244 26 [ [ X fis-4904 244 27 34,35 34,35 NOUN fis-4904 244 28 ] ] PUNCT fis-4904 244 29 . . PUNCT fis-4904 245 1 however however ADV fis-4904 245 2 , , PUNCT fis-4904 245 3 when when SCONJ fis-4904 245 4 a a DET fis-4904 245 5 sharp sharp ADJ fis-4904 245 6 object object NOUN fis-4904 245 7 , , PUNCT fis-4904 245 8 such such ADJ fis-4904 245 9 as as ADP fis-4904 245 10 a a DET fis-4904 245 11 bullet bullet NOUN fis-4904 245 12 or or CCONJ fis-4904 245 13 pin pin NOUN fis-4904 245 14 , , PUNCT fis-4904 245 15 hits hit VERB fis-4904 245 16 a a DET fis-4904 245 17 flat flat ADJ fis-4904 245 18 surface surface NOUN fis-4904 245 19 , , PUNCT fis-4904 245 20 it it PRON fis-4904 245 21 is be AUX fis-4904 245 22 best good ADJ fis-4904 245 23 to to PART fis-4904 245 24 use use VERB fis-4904 245 25 the the DET fis-4904 245 26 node node NOUN fis-4904 245 27 - - PUNCT fis-4904 245 28 to to ADP fis-4904 245 29 - - PUNCT fis-4904 245 30 surface surface NOUN fis-4904 245 31 contact contact NOUN fis-4904 245 32 model model NOUN fis-4904 245 33 , , PUNCT fis-4904 245 34 where where SCONJ fis-4904 245 35 the the DET fis-4904 245 36 point point NOUN fis-4904 245 37 of of ADP fis-4904 245 38 contact contact NOUN fis-4904 245 39 is be AUX fis-4904 245 40 between between ADP fis-4904 245 41 the the DET fis-4904 245 42 surface surface NOUN fis-4904 245 43 and and CCONJ fis-4904 245 44 the the DET fis-4904 245 45 object object NOUN fis-4904 245 46 [ [ X fis-4904 245 47 36 36 NUM fis-4904 245 48 ] ] PUNCT fis-4904 245 49 . . PUNCT fis-4904 246 1 in in ADP fis-4904 246 2 the the DET fis-4904 246 3 pullout pullout NOUN fis-4904 246 4 test test NOUN fis-4904 246 5 , , PUNCT fis-4904 246 6 where where SCONJ fis-4904 246 7 the the DET fis-4904 246 8 surface surface NOUN fis-4904 246 9 of of ADP fis-4904 246 10 reinforcement reinforcement NOUN fis-4904 246 11 moves move NOUN fis-4904 246 12 relative relative ADJ fis-4904 246 13 to to ADP fis-4904 246 14 the the DET fis-4904 246 15 surface surface NOUN fis-4904 246 16 of of ADP fis-4904 246 17 concrete concrete NOUN fis-4904 246 18 , , PUNCT fis-4904 246 19 the the DET fis-4904 246 20 surface surface NOUN fis-4904 246 21 - - PUNCT fis-4904 246 22 to to ADP fis-4904 246 23 - - PUNCT fis-4904 246 24 surface surface NOUN fis-4904 246 25 contact contact NOUN fis-4904 246 26 model model NOUN fis-4904 246 27 is be AUX fis-4904 246 28 the the DET fis-4904 246 29 relatively relatively ADV fis-4904 246 30 good good ADJ fis-4904 246 31 contact contact NOUN fis-4904 246 32 model model NOUN fis-4904 246 33 that that PRON fis-4904 246 34 reflects reflect VERB fis-4904 246 35 the the DET fis-4904 246 36 actual actual ADJ fis-4904 246 37 bond bond NOUN fis-4904 246 38 - - PUNCT fis-4904 246 39 slip slip NOUN fis-4904 246 40 behaviour behaviour NOUN fis-4904 246 41 , , PUNCT fis-4904 246 42 and and CCONJ fis-4904 246 43 this this DET fis-4904 246 44 model model NOUN fis-4904 246 45 has have AUX fis-4904 246 46 been be AUX fis-4904 246 47 used use VERB fis-4904 246 48 in in ADP fis-4904 246 49 other other ADJ fis-4904 246 50 studies study NOUN fis-4904 246 51 [ [ X fis-4904 246 52 37,38 37,38 NOUN fis-4904 246 53 ] ] PUNCT fis-4904 246 54 . . PUNCT fis-4904 247 1 therefore therefore ADV fis-4904 247 2 , , PUNCT fis-4904 247 3 the the DET fis-4904 247 4 surface surface NOUN fis-4904 247 5 - - PUNCT fis-4904 247 6 to to ADP fis-4904 247 7 - - PUNCT fis-4904 247 8 surface surface NOUN fis-4904 247 9 contact contact NOUN fis-4904 247 10 model model NOUN fis-4904 247 11 has have AUX fis-4904 247 12 been be AUX fis-4904 247 13 implemented implement VERB fis-4904 247 14 in in ADP fis-4904 247 15 this this DET fis-4904 247 16 study study NOUN fis-4904 247 17 . . PUNCT fis-4904 248 1 normal normal ADJ fis-4904 248 2 , , PUNCT fis-4904 248 3 tangential tangential ADJ fis-4904 248 4 , , PUNCT fis-4904 248 5 cohesive cohesive ADJ fis-4904 248 6 , , PUNCT fis-4904 248 7 and and CCONJ fis-4904 248 8 damage damage NOUN fis-4904 248 9 behaviour behaviour NOUN fis-4904 248 10 have have AUX fis-4904 248 11 been be AUX fis-4904 248 12 specified specify VERB fis-4904 248 13 for for ADP fis-4904 248 14 successfully successfully ADV fis-4904 248 15 formulating formulate VERB fis-4904 248 16 the the DET fis-4904 248 17 surface surface NOUN fis-4904 248 18 - - PUNCT fis-4904 248 19 to to ADP fis-4904 248 20 - - PUNCT fis-4904 248 21 surface surface NOUN fis-4904 248 22 contact contact NOUN fis-4904 248 23 model model NOUN fis-4904 248 24 . . PUNCT fis-4904 249 1 " " PUNCT fis-4904 249 2 hard hard ADJ fis-4904 249 3 " " PUNCT fis-4904 249 4 contact contact NOUN fis-4904 249 5 has have AUX fis-4904 249 6 been be AUX fis-4904 249 7 defined define VERB fis-4904 249 8 in in ADP fis-4904 249 9 normal normal ADJ fis-4904 249 10 behaviour behaviour NOUN fis-4904 249 11 , , PUNCT fis-4904 249 12 as as SCONJ fis-4904 249 13 reinforcement reinforcement NOUN fis-4904 249 14 and and CCONJ fis-4904 249 15 concrete concrete ADJ fis-4904 249 16 surfaces surface NOUN fis-4904 249 17 are be AUX fis-4904 249 18 pressed press VERB fis-4904 249 19 against against ADP fis-4904 249 20 each each DET fis-4904 249 21 other other ADJ fis-4904 249 22 . . PUNCT fis-4904 250 1 it it PRON fis-4904 250 2 enforces enforce VERB fis-4904 250 3 infinite infinite ADJ fis-4904 250 4 stiffness stiffness NOUN fis-4904 250 5 , , PUNCT fis-4904 250 6 meaning mean VERB fis-4904 250 7 the the DET fis-4904 250 8 surfaces surface NOUN fis-4904 250 9 can can AUX fis-4904 250 10 not not PART fis-4904 250 11 penetrate penetrate VERB fis-4904 250 12 each each DET fis-4904 250 13 other other ADJ fis-4904 250 14 . . PUNCT fis-4904 251 1 however however ADV fis-4904 251 2 , , PUNCT fis-4904 251 3 separation separation NOUN fis-4904 251 4 is be AUX fis-4904 251 5 allowed allow VERB fis-4904 251 6 after after ADP fis-4904 251 7 contact contact NOUN fis-4904 251 8 . . PUNCT fis-4904 252 1 coulomb coulomb PROPN fis-4904 252 2 's 's PART fis-4904 252 3 law law NOUN fis-4904 252 4 of of ADP fis-4904 252 5 friction friction NOUN fis-4904 252 6 has have AUX fis-4904 252 7 been be AUX fis-4904 252 8 used use VERB fis-4904 252 9 to to PART fis-4904 252 10 define define VERB fis-4904 252 11 the the DET fis-4904 252 12 tangential tangential ADJ fis-4904 252 13 behaviour behaviour NOUN fis-4904 252 14 of of ADP fis-4904 252 15 the the DET fis-4904 252 16 reinforcement reinforcement NOUN fis-4904 252 17 - - PUNCT fis-4904 252 18 concrete concrete NOUN fis-4904 252 19 interface interface NOUN fis-4904 252 20 . . PUNCT fis-4904 253 1 idun idun PROPN fis-4904 253 2 & & CCONJ fis-4904 253 3 darwin darwin PROPN fis-4904 254 1 [ [ X fis-4904 254 2 39 39 NUM fis-4904 254 3 ] ] PUNCT fis-4904 254 4 observed observe VERB fis-4904 254 5 a a DET fis-4904 254 6 friction friction NOUN fis-4904 254 7 coefficient coefficient NOUN fis-4904 254 8 of of ADP fis-4904 254 9 around around ADV fis-4904 254 10 0.5 0.5 NUM fis-4904 254 11 between between ADP fis-4904 254 12 steel steel NOUN fis-4904 254 13 reinforcement reinforcement NOUN fis-4904 254 14 and and CCONJ fis-4904 254 15 concrete concrete NOUN fis-4904 254 16 . . PUNCT fis-4904 255 1 therefore therefore ADV fis-4904 255 2 , , PUNCT fis-4904 255 3 a a DET fis-4904 255 4 friction friction NOUN fis-4904 255 5 coefficient coefficient NOUN fis-4904 255 6 of of ADP fis-4904 255 7 0.5 0.5 NUM fis-4904 255 8 has have AUX fis-4904 255 9 been be AUX fis-4904 255 10 used use VERB fis-4904 255 11 to to PART fis-4904 255 12 define define VERB fis-4904 255 13 the the DET fis-4904 255 14 tangential tangential ADJ fis-4904 255 15 behaviour behaviour NOUN fis-4904 255 16 to to PART fis-4904 255 17 reflect reflect VERB fis-4904 255 18 the the DET fis-4904 255 19 roughness roughness NOUN fis-4904 255 20 between between ADP fis-4904 255 21 the the DET fis-4904 255 22 reinforcement reinforcement NOUN fis-4904 255 23 and and CCONJ fis-4904 255 24 concrete concrete ADJ fis-4904 255 25 surface surface NOUN fis-4904 255 26 . . PUNCT fis-4904 256 1 m. m. PROPN fis-4904 256 2 b. b. PROPN fis-4904 256 3 prince prince PROPN fis-4904 256 4 et et PROPN fis-4904 256 5 alii alii PROPN fis-4904 256 6 , , PUNCT fis-4904 256 7 frattura frattura PROPN fis-4904 256 8 ed ed PROPN fis-4904 256 9 integrità integrità PROPN fis-4904 256 10 strutturale strutturale PROPN fis-4904 256 11 , , PUNCT fis-4904 256 12 69 69 NUM fis-4904 256 13 ( ( PUNCT fis-4904 256 14 2024 2024 NUM fis-4904 256 15 ) ) PUNCT fis-4904 256 16 154 154 NUM fis-4904 256 17 - - SYM fis-4904 256 18 180 180 NUM fis-4904 256 19 ; ; PUNCT fis-4904 256 20 doi doi NOUN fis-4904 256 21 : : PUNCT fis-4904 256 22 10.3221 10.3221 NUM fis-4904 256 23 / / SYM fis-4904 256 24 igf igf PROPN fis-4904 256 25 - - PUNCT fis-4904 256 26 esis.69.12 esis.69.12 PROPN fis-4904 256 27 163 163 NUM fis-4904 256 28 cohesive cohesive ADJ fis-4904 256 29 behaviour behaviour NOUN fis-4904 256 30 has have AUX fis-4904 256 31 been be AUX fis-4904 256 32 assigned assign VERB fis-4904 256 33 to to PART fis-4904 256 34 simulate simulate VERB fis-4904 256 35 the the DET fis-4904 256 36 bond bond NOUN fis-4904 256 37 - - PUNCT fis-4904 256 38 slip slip NOUN fis-4904 256 39 interaction interaction NOUN fis-4904 256 40 property property NOUN fis-4904 256 41 between between ADP fis-4904 256 42 concrete concrete NOUN fis-4904 256 43 and and CCONJ fis-4904 256 44 reinforcement reinforcement NOUN fis-4904 256 45 . . PUNCT fis-4904 257 1 the the DET fis-4904 257 2 bond bond NOUN fis-4904 257 3 - - PUNCT fis-4904 257 4 slip slip NOUN fis-4904 257 5 model model NOUN fis-4904 257 6 proposed propose VERB fis-4904 257 7 by by ADP fis-4904 257 8 eligehausen eligehausen PROPN fis-4904 257 9 et et PROPN fis-4904 257 10 al al PROPN fis-4904 257 11 . . PUNCT fis-4904 258 1 [ [ X fis-4904 258 2 40 40 NUM fis-4904 258 3 ] ] PUNCT fis-4904 258 4 , , PUNCT fis-4904 258 5 also also ADV fis-4904 258 6 prescribed prescribe VERB fis-4904 258 7 by by ADP fis-4904 258 8 model model NOUN fis-4904 258 9 code code PROPN fis-4904 258 10 2010 2010 NUM fis-4904 259 1 [ [ X fis-4904 259 2 2 2 NUM fis-4904 259 3 ] ] PUNCT fis-4904 259 4 , , PUNCT fis-4904 259 5 has have AUX fis-4904 259 6 been be AUX fis-4904 259 7 used use VERB fis-4904 259 8 in in ADP fis-4904 259 9 this this DET fis-4904 259 10 study study NOUN fis-4904 259 11 , , PUNCT fis-4904 259 12 as as SCONJ fis-4904 259 13 shown show VERB fis-4904 259 14 in in ADP fis-4904 259 15 fig fig NOUN fis-4904 259 16 . . PUNCT fis-4904 260 1 6 6 NUM fis-4904 260 2 . . X fis-4904 260 3 it it PRON fis-4904 260 4 shows show VERB fis-4904 260 5 three three NUM fis-4904 260 6 phases phase NOUN fis-4904 260 7 : : PUNCT fis-4904 260 8   X fis-4904 260 9 an an DET fis-4904 260 10 ascending ascend VERB fis-4904 260 11 part part NOUN fis-4904 260 12 up up ADP fis-4904 260 13 to to ADP fis-4904 260 14 a a DET fis-4904 260 15 maximum maximum ADJ fis-4904 260 16 stress stress NOUN fis-4904 260 17   NOUN fis-4904 260 18 a a DET fis-4904 260 19 plateau plateau NOUN fis-4904 260 20 for for ADP fis-4904 260 21 confined confine VERB fis-4904 260 22 concrete concrete NOUN fis-4904 260 23   NOUN fis-4904 260 24 a a DET fis-4904 260 25 descending descending ADJ fis-4904 260 26 part part NOUN fis-4904 260 27 that that PRON fis-4904 260 28 refers refer VERB fis-4904 260 29 to to ADP fis-4904 260 30 the the DET fis-4904 260 31 reduction reduction NOUN fis-4904 260 32 of of ADP fis-4904 260 33 bond bond NOUN fis-4904 260 34 resistance resistance NOUN fis-4904 260 35 due due ADP fis-4904 260 36 to to ADP fis-4904 260 37 the the DET fis-4904 260 38 shearing shearing NOUN fis-4904 260 39 off off ADP fis-4904 260 40 of of ADP fis-4904 260 41 concrete concrete ADJ fis-4904 260 42 corbels corbel NOUN fis-4904 260 43 between between ADP fis-4904 260 44 the the DET fis-4904 260 45 ribs rib NOUN fis-4904 260 46 the the DET fis-4904 260 47 parameters parameter NOUN fis-4904 260 48 of of ADP fis-4904 260 49 bond bond NOUN fis-4904 260 50 - - PUNCT fis-4904 260 51 slip slip NOUN fis-4904 260 52 model model NOUN fis-4904 260 53 are be AUX fis-4904 260 54 calculated calculate VERB fis-4904 260 55 using use VERB fis-4904 260 56 the the DET fis-4904 260 57 traction traction NOUN fis-4904 260 58 separation separation NOUN fis-4904 260 59 law law NOUN fis-4904 260 60 in in ADP fis-4904 260 61 abaqus abaqus NOUN fis-4904 260 62 , , PUNCT fis-4904 260 63 as as SCONJ fis-4904 260 64 shown show VERB fis-4904 260 65 in in ADP fis-4904 260 66 fig fig NOUN fis-4904 260 67 . . PUNCT fis-4904 261 1 7 7 X fis-4904 261 2 . . X fis-4904 261 3 the the DET fis-4904 261 4 traction traction NOUN fis-4904 261 5 - - PUNCT fis-4904 261 6 separation separation NOUN fis-4904 261 7 curve curve NOUN fis-4904 261 8 has have VERB fis-4904 261 9 a a DET fis-4904 261 10 linear linear ADJ fis-4904 261 11 ascending ascend VERB fis-4904 261 12 branch branch NOUN fis-4904 261 13 until until ADP fis-4904 261 14 the the DET fis-4904 261 15 peak peak NOUN fis-4904 261 16 traction traction NOUN fis-4904 261 17 of of ADP fis-4904 261 18 t t PROPN fis-4904 261 19 ° ° PROPN fis-4904 261 20 n n X fis-4904 261 21 ( ( PUNCT fis-4904 261 22 t t PROPN fis-4904 261 23 ° ° PROPN fis-4904 261 24 s s PART fis-4904 261 25 , , PUNCT fis-4904 261 26 t t PROPN fis-4904 261 27 ° ° PROPN fis-4904 261 28 t t PROPN fis-4904 261 29 ) ) PUNCT fis-4904 261 30 and and CCONJ fis-4904 261 31 separation separation NOUN fis-4904 261 32 of of ADP fis-4904 261 33 δ δ PROPN fis-4904 261 34 ° ° PROPN fis-4904 261 35 n n PROPN fis-4904 261 36 ( ( PUNCT fis-4904 261 37 δ δ PROPN fis-4904 261 38 ° ° PROPN fis-4904 261 39 s s PART fis-4904 261 40 , , PUNCT fis-4904 261 41 δ δ PROPN fis-4904 261 42 ° ° PROPN fis-4904 261 43 t t PROPN fis-4904 261 44 ) ) PUNCT fis-4904 261 45 . . PUNCT fis-4904 262 1 after after ADP fis-4904 262 2 reaching reach VERB fis-4904 262 3 this this DET fis-4904 262 4 point point NOUN fis-4904 262 5 , , PUNCT fis-4904 262 6 the the DET fis-4904 262 7 damage damage NOUN fis-4904 262 8 initiation initiation NOUN fis-4904 262 9 and and CCONJ fis-4904 262 10 the the DET fis-4904 262 11 descending descend VERB fis-4904 262 12 branch branch NOUN fis-4904 262 13 of of ADP fis-4904 262 14 the the DET fis-4904 262 15 curve curve NOUN fis-4904 262 16 continue continue VERB fis-4904 262 17 until until SCONJ fis-4904 262 18 the the DET fis-4904 262 19 traction traction NOUN fis-4904 262 20 reaches reach VERB fis-4904 262 21 zero zero NUM fis-4904 262 22 . . PUNCT fis-4904 263 1 eqn eqn PROPN fis-4904 263 2 . . PUNCT fis-4904 264 1 ( ( PUNCT fis-4904 264 2 8) 8) NUM fis-4904 264 3 expresses express VERB fis-4904 264 4 the the DET fis-4904 264 5 linear linear ADJ fis-4904 264 6 - - PUNCT fis-4904 264 7 elastic elastic ADJ fis-4904 264 8 traction traction NOUN fis-4904 264 9 - - PUNCT fis-4904 264 10 separation separation NOUN fis-4904 264 11 law law NOUN fis-4904 264 12 for for ADP fis-4904 264 13 the the DET fis-4904 264 14 uncoupled uncoupled ADJ fis-4904 264 15 stiffness stiffness NOUN fis-4904 264 16 option option NOUN fis-4904 264 17 . . PUNCT fis-4904 265 1 as as SCONJ fis-4904 265 2 insufficient insufficient ADJ fis-4904 265 3 data datum NOUN fis-4904 265 4 is be AUX fis-4904 265 5 available available ADJ fis-4904 265 6 to to PART fis-4904 265 7 determine determine VERB fis-4904 265 8 all all DET fis-4904 265 9 the the DET fis-4904 265 10 stiffness stiffness ADJ fis-4904 265 11 coefficients coefficient NOUN fis-4904 265 12 of of ADP fis-4904 265 13 the the DET fis-4904 265 14 coupled couple VERB fis-4904 265 15 option option NOUN fis-4904 265 16 , , PUNCT fis-4904 265 17 the the DET fis-4904 265 18 uncoupled uncoupled ADJ fis-4904 265 19 option option NOUN fis-4904 265 20 has have AUX fis-4904 265 21 been be AUX fis-4904 265 22 chosen choose VERB fis-4904 265 23 . . PUNCT fis-4904 266 1 n n CCONJ fis-4904 266 2 nn nn PROPN fis-4904 267 1 n n PROPN fis-4904 267 2 s s PROPN fis-4904 267 3 ss ss NOUN fis-4904 267 4 s s X fis-4904 267 5 t t X fis-4904 267 6 tt tt PROPN fis-4904 268 1 t t PROPN fis-4904 268 2 t t PROPN fis-4904 268 3 k k PROPN fis-4904 268 4 0 0 PUNCT fis-4904 268 5 0 0 NUM fis-4904 268 6 δ δ PROPN fis-4904 268 7 t t NOUN fis-4904 268 8 = = SYM fis-4904 268 9 0 0 PUNCT fis-4904 269 1 k k NOUN fis-4904 269 2 0 0 PUNCT fis-4904 269 3 δ δ PROPN fis-4904 269 4       SPACE fis-4904 269 5 t t PROPN fis-4904 269 6 0 0 NUM fis-4904 269 7 0 0 NUM fis-4904 270 1 k k PROPN fis-4904 270 2 δ δ PROPN fis-4904 270 3   ADP fis-4904 271 1   NUM fis-4904 271 2   NUM fis-4904 271 3   NOUN fis-4904 271 4   NOUN fis-4904 272 1   ADP fis-4904 272 2   NUM fis-4904 272 3   NUM fis-4904 272 4   PRON fis-4904 272 5   PROPN fis-4904 272 6   NOUN fis-4904 272 7   NUM fis-4904 272 8   NUM fis-4904 272 9   PROPN fis-4904 272 10   VERB fis-4904 272 11   NOUN fis-4904 272 12   NUM fis-4904 272 13   NUM fis-4904 272 14   PRON fis-4904 272 15   PROPN fis-4904 272 16   NOUN fis-4904 273 1   X fis-4904 273 2   VERB fis-4904 273 3   PROPN fis-4904 273 4   PROPN fis-4904 273 5   PROPN fis-4904 273 6 ( ( PUNCT fis-4904 273 7 8) 8) NUM fis-4904 273 8 where where SCONJ fis-4904 273 9 tn tn NOUN fis-4904 273 10 , , PUNCT fis-4904 273 11 ts ts ADP fis-4904 273 12 , , PUNCT fis-4904 273 13 and and CCONJ fis-4904 273 14 tt tt PROPN fis-4904 273 15 represent represent VERB fis-4904 273 16 normal normal ADJ fis-4904 273 17 traction traction NOUN fis-4904 273 18 and and CCONJ fis-4904 273 19 shear shear ADJ fis-4904 273 20 traction traction NOUN fis-4904 273 21 in in ADP fis-4904 273 22 two two NUM fis-4904 273 23 directions direction NOUN fis-4904 273 24 , , PUNCT fis-4904 273 25 respectively respectively ADV fis-4904 273 26 . . PUNCT fis-4904 274 1 δn δn PROPN fis-4904 274 2 , , PUNCT fis-4904 274 3 δs δs NOUN fis-4904 274 4 , , PUNCT fis-4904 274 5 and and CCONJ fis-4904 274 6 δt δt AUX fis-4904 274 7 represent represent VERB fis-4904 274 8 separations separation NOUN fis-4904 274 9 or or CCONJ fis-4904 274 10 displacements displacement NOUN fis-4904 274 11 in in ADP fis-4904 274 12 normal normal ADJ fis-4904 274 13 and and CCONJ fis-4904 274 14 two two NUM fis-4904 274 15 shear shear NOUN fis-4904 274 16 directions direction NOUN fis-4904 274 17 . . PUNCT fis-4904 275 1 knn knn PROPN fis-4904 275 2 , , PUNCT fis-4904 275 3 kss kss PROPN fis-4904 275 4 , , PUNCT fis-4904 275 5 and and CCONJ fis-4904 275 6 ktt ktt PROPN fis-4904 275 7 represents represent VERB fis-4904 275 8 stiffness stiffness ADJ fis-4904 275 9 coefficients coefficient NOUN fis-4904 275 10 in in ADP fis-4904 275 11 normal normal ADJ fis-4904 275 12 and and CCONJ fis-4904 275 13 two two NUM fis-4904 275 14 shear shear NOUN fis-4904 275 15 directions direction NOUN fis-4904 275 16 , , PUNCT fis-4904 275 17 respectively respectively ADV fis-4904 275 18 . . PUNCT fis-4904 276 1 kss kss PROPN fis-4904 276 2 and and CCONJ fis-4904 276 3 ktt ktt PROPN fis-4904 276 4 have have AUX fis-4904 276 5 been be AUX fis-4904 276 6 obtained obtain VERB fis-4904 276 7 by by ADP fis-4904 276 8 the the DET fis-4904 276 9 bond bond NOUN fis-4904 276 10 - - PUNCT fis-4904 276 11 slip slip NOUN fis-4904 276 12 relationship relationship NOUN fis-4904 276 13 shown show VERB fis-4904 276 14 in in ADP fis-4904 276 15 fig fig NOUN fis-4904 276 16 . . PUNCT fis-4904 277 1 6 6 NUM fis-4904 277 2 using use VERB fis-4904 277 3 eqn eqn NOUN fis-4904 277 4 . . PUNCT fis-4904 278 1 ( ( PUNCT fis-4904 278 2 9 9 NUM fis-4904 278 3 ) ) PUNCT fis-4904 278 4 . . PUNCT fis-4904 279 1 according accord VERB fis-4904 279 2 to to ADP fis-4904 279 3 keuser keuser PROPN fis-4904 279 4 et et PROPN fis-4904 279 5 al al PROPN fis-4904 279 6 . . PUNCT fis-4904 280 1 [ [ X fis-4904 280 2 43 43 NUM fis-4904 280 3 ] ] PUNCT fis-4904 280 4 , , PUNCT fis-4904 280 5 knn knn PROPN fis-4904 280 6 could could AUX fis-4904 280 7 be be AUX fis-4904 280 8 determined determine VERB fis-4904 280 9 by by ADP fis-4904 280 10 eqn eqn NOUN fis-4904 280 11 . . PUNCT fis-4904 281 1 ( ( PUNCT fis-4904 281 2 10 10 NUM fis-4904 281 3 ) ) PUNCT fis-4904 281 4 . . PUNCT fis-4904 282 1 max max PROPN fis-4904 282 2 ss ss PROPN fis-4904 282 3 tt tt PROPN fis-4904 282 4 1 1 NUM fis-4904 282 5 τ τ X fis-4904 282 6 k k PROPN fis-4904 282 7 = = X fis-4904 282 8 k k NOUN fis-4904 282 9 = = PUNCT fis-4904 282 10       SPACE fis-4904 282 11 s s X fis-4904 282 12 ( ( PUNCT fis-4904 282 13 9 9 NUM fis-4904 282 14 ) ) PUNCT fis-4904 282 15 nn nn PROPN fis-4904 282 16 ss ss PROPN fis-4904 282 17 ttk ttk PROPN fis-4904 282 18 = = NOUN fis-4904 282 19 100k 100k NUM fis-4904 282 20 = = SYM fis-4904 282 21 100k 100k NOUN fis-4904 282 22 ( ( PUNCT fis-4904 282 23 10 10 NUM fis-4904 282 24 ) ) PUNCT fis-4904 282 25 in in ADP fis-4904 282 26 this this DET fis-4904 282 27 study study NOUN fis-4904 282 28 , , PUNCT fis-4904 282 29 actual actual ADJ fis-4904 282 30 bond bond NOUN fis-4904 282 31 - - PUNCT fis-4904 282 32 slip slip NOUN fis-4904 282 33 behaviour behaviour NOUN fis-4904 282 34 has have AUX fis-4904 282 35 been be AUX fis-4904 282 36 approximated approximate VERB fis-4904 282 37 by by ADP fis-4904 282 38 overlapping overlap VERB fis-4904 282 39 traction traction NOUN fis-4904 282 40 separation separation NOUN fis-4904 282 41 law law NOUN fis-4904 282 42 , , PUNCT fis-4904 282 43 as as SCONJ fis-4904 282 44 shown show VERB fis-4904 282 45 in in ADP fis-4904 282 46 fig fig NOUN fis-4904 282 47 . . PUNCT fis-4904 283 1 8 8 X fis-4904 283 2 . . X fis-4904 284 1 therefore therefore ADV fis-4904 284 2 , , PUNCT fis-4904 284 3 the the DET fis-4904 284 4 stiffness stiffness ADJ fis-4904 284 5 coefficient coefficient NOUN fis-4904 284 6 in in ADP fis-4904 284 7 the the DET fis-4904 284 8 shear shear NOUN fis-4904 284 9 direction direction NOUN fis-4904 284 10 ( ( PUNCT fis-4904 284 11 kss kss PROPN fis-4904 284 12 , , PUNCT fis-4904 284 13 ktt ktt PROPN fis-4904 284 14 ) ) PUNCT fis-4904 284 15 could could AUX fis-4904 284 16 be be AUX fis-4904 284 17 obtained obtain VERB fis-4904 284 18 from from ADP fis-4904 284 19 maximum maximum ADJ fis-4904 284 20 bond bond NOUN fis-4904 284 21 stress stress NOUN fis-4904 284 22 ( ( PUNCT fis-4904 284 23 τmax τmax ADJ fis-4904 284 24 ) ) PUNCT fis-4904 284 25 and and CCONJ fis-4904 284 26 slip slip VERB fis-4904 284 27 at at ADP fis-4904 284 28 maximum maximum ADJ fis-4904 284 29 bond bond NOUN fis-4904 284 30 stress stress NOUN fis-4904 284 31 ( ( PUNCT fis-4904 284 32 s1 s1 NOUN fis-4904 284 33 ) ) PUNCT fis-4904 284 34 ( ( PUNCT fis-4904 284 35 see see VERB fis-4904 284 36 fig fig NOUN fis-4904 284 37 . . PUNCT fis-4904 285 1 8) 8) NUM fis-4904 285 2 . . PUNCT fis-4904 286 1 a a DET fis-4904 286 2 limitation limitation NOUN fis-4904 286 3 is be AUX fis-4904 286 4 that that SCONJ fis-4904 286 5 , , PUNCT fis-4904 286 6 unlike unlike ADP fis-4904 286 7 traction traction NOUN fis-4904 286 8 separation separation NOUN fis-4904 286 9 law law NOUN fis-4904 286 10 , , PUNCT fis-4904 286 11 true true ADJ fis-4904 286 12 bond bond NOUN fis-4904 286 13 - - PUNCT fis-4904 286 14 slip slip NOUN fis-4904 286 15 relation relation NOUN fis-4904 286 16 has have VERB fis-4904 286 17 a a DET fis-4904 286 18 transition transition NOUN fis-4904 286 19 phase phase NOUN fis-4904 286 20 from from ADP fis-4904 286 21 damage damage NOUN fis-4904 286 22 initiation initiation NOUN fis-4904 286 23 to to ADP fis-4904 286 24 peak peak NOUN fis-4904 286 25 . . PUNCT fis-4904 287 1 however however ADV fis-4904 287 2 , , PUNCT fis-4904 287 3 the the DET fis-4904 287 4 traction traction NOUN fis-4904 287 5 separation separation NOUN fis-4904 287 6 curve curve NOUN fis-4904 287 7 is be AUX fis-4904 287 8 linear linear ADJ fis-4904 287 9 up up ADP fis-4904 287 10 to to PART fis-4904 287 11 peak peak VERB fis-4904 287 12 bond bond NOUN fis-4904 287 13 stress stress NOUN fis-4904 287 14 where where SCONJ fis-4904 287 15 the the DET fis-4904 287 16 damage damage NOUN fis-4904 287 17 initiation initiation NOUN fis-4904 287 18 started start VERB fis-4904 287 19 . . PUNCT fis-4904 288 1 luna luna PROPN fis-4904 288 2 molina molina PROPN fis-4904 289 1 [ [ X fis-4904 289 2 19 19 NUM fis-4904 289 3 ] ] PUNCT fis-4904 289 4 used use VERB fis-4904 289 5 maximum maximum ADJ fis-4904 289 6 bond bond NOUN fis-4904 289 7 stress stress NOUN fis-4904 289 8 and and CCONJ fis-4904 289 9 corresponding corresponding ADJ fis-4904 289 10 slip slip NOUN fis-4904 289 11 to to PART fis-4904 289 12 define define VERB fis-4904 289 13 damage damage NOUN fis-4904 289 14 initiation initiation NOUN fis-4904 289 15 parameters parameter NOUN fis-4904 289 16 , , PUNCT fis-4904 289 17 which which PRON fis-4904 289 18 resulted result VERB fis-4904 289 19 in in ADP fis-4904 289 20 stiffness stiffness ADJ fis-4904 289 21 changes change NOUN fis-4904 289 22 with with ADP fis-4904 289 23 an an DET fis-4904 289 24 accurate accurate ADJ fis-4904 289 25 approximation approximation NOUN fis-4904 289 26 of of ADP fis-4904 289 27 maximum maximum ADJ fis-4904 289 28 bond bond NOUN fis-4904 289 29 stress stress NOUN fis-4904 289 30 . . PUNCT fis-4904 290 1 this this DET fis-4904 290 2 study study NOUN fis-4904 290 3 defines define VERB fis-4904 290 4 damage damage NOUN fis-4904 290 5 parameters parameter NOUN fis-4904 290 6 by by ADP fis-4904 290 7 the the DET fis-4904 290 8 maximum maximum ADJ fis-4904 290 9 nominal nominal ADJ fis-4904 290 10 stress stress NOUN fis-4904 290 11 criterion criterion NOUN fis-4904 290 12 ( ( PUNCT fis-4904 290 13 the the DET fis-4904 290 14 stress stress NOUN fis-4904 290 15 at at ADP fis-4904 290 16 which which PRON fis-4904 290 17 degradation degradation NOUN fis-4904 290 18 starts start VERB fis-4904 290 19 ) ) PUNCT fis-4904 290 20 . . PUNCT fis-4904 291 1 the the DET fis-4904 291 2 accuracy accuracy NOUN fis-4904 291 3 of of ADP fis-4904 291 4 maximum maximum ADJ fis-4904 291 5 bond bond NOUN fis-4904 291 6 stress stress NOUN fis-4904 291 7 and and CCONJ fis-4904 291 8 stiffness stiffness NOUN fis-4904 291 9 has have AUX fis-4904 291 10 been be AUX fis-4904 291 11 emphasized emphasize VERB fis-4904 291 12 the the DET fis-4904 291 13 most most ADJ fis-4904 291 14 in in ADP fis-4904 291 15 this this DET fis-4904 291 16 study study NOUN fis-4904 291 17 . . PUNCT fis-4904 292 1 therefore therefore ADV fis-4904 292 2 , , PUNCT fis-4904 292 3 maximum maximum ADJ fis-4904 292 4 bond bond NOUN fis-4904 292 5 stress stress NOUN fis-4904 292 6 calculated calculate VERB fis-4904 292 7 by by ADP fis-4904 292 8 equations equation NOUN fis-4904 292 9 of of ADP fis-4904 292 10 different different ADJ fis-4904 292 11 literature literature NOUN fis-4904 292 12 has have AUX fis-4904 292 13 been be AUX fis-4904 292 14 used use VERB fis-4904 292 15 as as ADP fis-4904 292 16 damage damage NOUN fis-4904 292 17 initiation initiation NOUN fis-4904 292 18 parameters parameter NOUN fis-4904 292 19 . . PUNCT fis-4904 293 1 afterwards afterwards ADV fis-4904 293 2 , , PUNCT fis-4904 293 3 the the DET fis-4904 293 4 damage damage NOUN fis-4904 293 5 evolution evolution NOUN fis-4904 293 6 criterion criterion NOUN fis-4904 293 7 has have AUX fis-4904 293 8 been be AUX fis-4904 293 9 defined define VERB fis-4904 293 10 . . PUNCT fis-4904 294 1 it it PRON fis-4904 294 2 is be AUX fis-4904 294 3 the the DET fis-4904 294 4 process process NOUN fis-4904 294 5 by by ADP fis-4904 294 6 which which DET fis-4904 294 7 cohesive cohesive ADJ fis-4904 294 8 stiffness stiffness NOUN fis-4904 294 9 is be AUX fis-4904 294 10 degraded degrade VERB fis-4904 294 11 after after ADP fis-4904 294 12 meeting meet VERB fis-4904 294 13 the the DET fis-4904 294 14 damage damage NOUN fis-4904 294 15 initiation initiation NOUN fis-4904 294 16 criterion criterion NOUN fis-4904 294 17 . . PUNCT fis-4904 295 1 displacement displacement NOUN fis-4904 295 2 - - PUNCT fis-4904 295 3 based base VERB fis-4904 295 4 damage damage NOUN fis-4904 295 5 evolution evolution NOUN fis-4904 295 6 , , PUNCT fis-4904 295 7 where where SCONJ fis-4904 295 8 total total ADJ fis-4904 295 9 or or CCONJ fis-4904 295 10 plastic plastic ADJ fis-4904 295 11 displacement displacement NOUN fis-4904 295 12 represents represent VERB fis-4904 295 13 the the DET fis-4904 295 14 extent extent NOUN fis-4904 295 15 of of ADP fis-4904 295 16 damage damage NOUN fis-4904 295 17 over over ADP fis-4904 295 18 time time NOUN fis-4904 295 19 as as SCONJ fis-4904 295 20 the the DET fis-4904 295 21 object object NOUN fis-4904 295 22 continues continue VERB fis-4904 295 23 to to PART fis-4904 295 24 degrade degrade VERB fis-4904 295 25 , , PUNCT fis-4904 295 26 has have AUX fis-4904 295 27 been be AUX fis-4904 295 28 adopted adopt VERB fis-4904 295 29 in in ADP fis-4904 295 30 this this DET fis-4904 295 31 study study NOUN fis-4904 295 32 . . PUNCT fis-4904 296 1 this this DET fis-4904 296 2 approach approach NOUN fis-4904 296 3 is be AUX fis-4904 296 4 commonly commonly ADV fis-4904 296 5 referred refer VERB fis-4904 296 6 to to ADP fis-4904 296 7 as as ADP fis-4904 296 8 displacement displacement NOUN fis-4904 296 9 at at ADP fis-4904 296 10 failure failure NOUN fis-4904 296 11 [ [ X fis-4904 296 12 34 34 NUM fis-4904 296 13 ] ] PUNCT fis-4904 296 14 . . PUNCT fis-4904 297 1 model model PROPN fis-4904 297 2 code code PROPN fis-4904 297 3 2010 2010 NUM fis-4904 298 1 [ [ X fis-4904 298 2 2 2 X fis-4904 298 3 ] ] PUNCT fis-4904 298 4 suggested suggest VERB fis-4904 298 5 using use VERB fis-4904 298 6 a a DET fis-4904 298 7 clear clear ADJ fis-4904 298 8 distance distance NOUN fis-4904 298 9 between between ADP fis-4904 298 10 ribs rib NOUN fis-4904 298 11 as as ADP fis-4904 298 12 s3 s3 PROPN fis-4904 298 13 ( ( PUNCT fis-4904 298 14 see see VERB fis-4904 298 15 fig fig NOUN fis-4904 298 16 . . PUNCT fis-4904 299 1 6 6 NUM fis-4904 299 2 ) ) PUNCT fis-4904 299 3 , , PUNCT fis-4904 299 4 which which PRON fis-4904 299 5 is be AUX fis-4904 299 6 a a DET fis-4904 299 7 slip slip NOUN fis-4904 299 8 at at ADP fis-4904 299 9 the the DET fis-4904 299 10 failure failure NOUN fis-4904 299 11 of of ADP fis-4904 299 12 the the DET fis-4904 299 13 pullout pullout NOUN fis-4904 299 14 test test NOUN fis-4904 299 15 . . PUNCT fis-4904 300 1 in in ADP fis-4904 300 2 this this DET fis-4904 300 3 study study NOUN fis-4904 300 4 , , PUNCT fis-4904 300 5 the the DET fis-4904 300 6 clear clear ADJ fis-4904 300 7 distance distance NOUN fis-4904 300 8 between between ADP fis-4904 300 9 ribs rib NOUN fis-4904 300 10 has have AUX fis-4904 300 11 been be AUX fis-4904 300 12 used use VERB fis-4904 300 13 as as ADP fis-4904 300 14 plastic plastic ADJ fis-4904 300 15 displacement displacement NOUN fis-4904 300 16 in in ADP fis-4904 300 17 damage damage NOUN fis-4904 300 18 evolution evolution NOUN fis-4904 300 19 for for ADP fis-4904 300 20 reference reference NOUN fis-4904 300 21 specimens specimen NOUN fis-4904 300 22 , , PUNCT fis-4904 300 23 predicted predict VERB fis-4904 300 24 with with ADP fis-4904 300 25 pullout pullout NOUN fis-4904 300 26 , , PUNCT fis-4904 300 27 splitting splitting NOUN fis-4904 300 28 - - PUNCT fis-4904 300 29 pullout pullout NOUN fis-4904 300 30 , , PUNCT fis-4904 300 31 and and CCONJ fis-4904 300 32 splitting splitting NOUN fis-4904 300 33 with with ADP fis-4904 300 34 confinement confinement ADJ fis-4904 300 35 failure failure NOUN fis-4904 300 36 earlier early ADV fis-4904 300 37 . . PUNCT fis-4904 301 1 however however ADV fis-4904 301 2 , , PUNCT fis-4904 301 3 a a DET fis-4904 301 4 plastic plastic ADJ fis-4904 301 5 displacement displacement NOUN fis-4904 301 6 of of ADP fis-4904 301 7 1.0 1.0 NUM fis-4904 301 8 mm mm NOUN fis-4904 301 9 is be AUX fis-4904 301 10 assumed assume VERB fis-4904 301 11 to to PART fis-4904 301 12 be be AUX fis-4904 301 13 plastic plastic ADJ fis-4904 301 14 displacement displacement NOUN fis-4904 301 15 for for ADP fis-4904 301 16 reference reference NOUN fis-4904 301 17 specimens specimen VERB fis-4904 301 18 with with ADP fis-4904 301 19 splitting splitting NOUN fis-4904 301 20 failure failure NOUN fis-4904 301 21 , , PUNCT fis-4904 301 22 which which PRON fis-4904 301 23 typically typically ADV fis-4904 301 24 has have VERB fis-4904 301 25 less less ADJ fis-4904 301 26 softening soften VERB fis-4904 301 27 region region NOUN fis-4904 301 28 than than ADP fis-4904 301 29 other other ADJ fis-4904 301 30 failure failure NOUN fis-4904 301 31 types type NOUN fis-4904 301 32 ( ( PUNCT fis-4904 301 33 see see VERB fis-4904 301 34 fig fig NOUN fis-4904 301 35 . . PUNCT fis-4904 302 1 6 6 NUM fis-4904 302 2 ) ) PUNCT fis-4904 302 3 . . PUNCT fis-4904 303 1 for for ADP fis-4904 303 2 the the DET fis-4904 303 3 calculation calculation NOUN fis-4904 303 4 of of ADP fis-4904 303 5 stiffness stiffness ADJ fis-4904 303 6 coefficients coefficient NOUN fis-4904 303 7 using use VERB fis-4904 303 8 eqn eqn NOUN fis-4904 303 9 . . PUNCT fis-4904 304 1 ( ( PUNCT fis-4904 304 2 9 9 NUM fis-4904 304 3 ) ) PUNCT fis-4904 304 4 , , PUNCT fis-4904 304 5 the the DET fis-4904 304 6 slip slip NOUN fis-4904 304 7 at at ADP fis-4904 304 8 damage damage NOUN fis-4904 304 9 initiation initiation NOUN fis-4904 304 10 ( ( PUNCT fis-4904 304 11 s1 s1 NOUN fis-4904 304 12 ) ) PUNCT fis-4904 304 13 value value NOUN fis-4904 304 14 has have AUX fis-4904 304 15 been be AUX fis-4904 304 16 selected select VERB fis-4904 304 17 through through ADP fis-4904 304 18 a a DET fis-4904 304 19 reasonable reasonable ADJ fis-4904 304 20 literature literature NOUN fis-4904 304 21 study study NOUN fis-4904 304 22 shown show VERB fis-4904 304 23 in in ADP fis-4904 304 24 fig fig NOUN fis-4904 304 25 . . PUNCT fis-4904 305 1 9 9 X fis-4904 305 2 . . X fis-4904 305 3 the the DET fis-4904 305 4 slip slip NOUN fis-4904 305 5 at at ADP fis-4904 305 6 damage damage NOUN fis-4904 305 7 initiation initiation NOUN fis-4904 305 8 value value NOUN fis-4904 305 9 varied varied ADJ fis-4904 305 10 from from ADP fis-4904 305 11 literature literature NOUN fis-4904 305 12 to to ADP fis-4904 305 13 literature literature NOUN fis-4904 305 14 , , PUNCT fis-4904 305 15 directly directly ADV fis-4904 305 16 affecting affect VERB fis-4904 305 17 the the DET fis-4904 305 18 bond bond NOUN fis-4904 305 19 - - PUNCT fis-4904 305 20 slip slip NOUN fis-4904 305 21 curve curve NOUN fis-4904 305 22 's 's PART fis-4904 305 23 stiffness stiffness NOUN fis-4904 305 24 . . PUNCT fis-4904 306 1 the the DET fis-4904 306 2 slip slip NOUN fis-4904 306 3 value value NOUN fis-4904 306 4 at at ADP fis-4904 306 5 damage damage NOUN fis-4904 306 6 initiation initiation NOUN fis-4904 306 7 ( ( PUNCT fis-4904 306 8 s1 s1 NOUN fis-4904 306 9 ) ) PUNCT fis-4904 306 10 in in ADP fis-4904 306 11 the the DET fis-4904 306 12 0.1 0.1 NUM fis-4904 306 13 - - SYM fis-4904 306 14 0.2 0.2 NUM fis-4904 306 15 mm mm NOUN fis-4904 306 16 range range NOUN fis-4904 306 17 has have AUX fis-4904 306 18 dominated dominate VERB fis-4904 306 19 the the DET fis-4904 306 20 literature literature NOUN fis-4904 306 21 study study NOUN fis-4904 306 22 . . PUNCT fis-4904 307 1 therefore therefore ADV fis-4904 307 2 , , PUNCT fis-4904 307 3 the the DET fis-4904 307 4 slip slip NOUN fis-4904 307 5 at at ADP fis-4904 307 6 damage damage NOUN fis-4904 307 7 initiation initiation NOUN fis-4904 307 8 has have AUX fis-4904 307 9 been be AUX fis-4904 307 10 used use VERB fis-4904 307 11 as as ADP fis-4904 307 12 0.1 0.1 NUM fis-4904 307 13 mm mm NOUN fis-4904 307 14 for for ADP fis-4904 307 15 reference reference NOUN fis-4904 307 16 specimens specimen NOUN fis-4904 307 17 that that PRON fis-4904 307 18 predicted predict VERB fis-4904 307 19 pullout pullout NOUN fis-4904 307 20 , , PUNCT fis-4904 307 21 splitting splitting NOUN fis-4904 307 22 - - PUNCT fis-4904 307 23 pullout pullout NOUN fis-4904 307 24 and and CCONJ fis-4904 307 25 reference reference NOUN fis-4904 307 26 specimens specimen VERB fis-4904 307 27 with with ADP fis-4904 307 28 confinement confinement NOUN fis-4904 307 29 . . PUNCT fis-4904 308 1 for for ADP fis-4904 308 2 reference reference NOUN fis-4904 308 3 specimens specimen VERB fis-4904 308 4 with with ADP fis-4904 308 5 splitting splitting NOUN fis-4904 308 6 failure failure NOUN fis-4904 308 7 , , PUNCT fis-4904 308 8 slip slip VERB fis-4904 308 9 at at ADP fis-4904 308 10 damage damage NOUN fis-4904 308 11 initiation initiation NOUN fis-4904 308 12 of of ADP fis-4904 308 13 0.15 0.15 NUM fis-4904 308 14 mm mm NOUN fis-4904 308 15 has have AUX fis-4904 308 16 been be AUX fis-4904 308 17 used use VERB fis-4904 308 18 except except SCONJ fis-4904 308 19 for for ADP fis-4904 308 20 m. m. PROPN fis-4904 308 21 b. b. PROPN fis-4904 308 22 prince prince PROPN fis-4904 308 23 et et PROPN fis-4904 308 24 alii alii PROPN fis-4904 308 25 , , PUNCT fis-4904 308 26 frattura frattura PROPN fis-4904 308 27 ed ed PROPN fis-4904 308 28 integrità integrità PROPN fis-4904 308 29 strutturale strutturale PROPN fis-4904 308 30 , , PUNCT fis-4904 308 31 69 69 NUM fis-4904 308 32 ( ( PUNCT fis-4904 308 33 2024 2024 NUM fis-4904 308 34 ) ) PUNCT fis-4904 308 35 154 154 NUM fis-4904 308 36 - - SYM fis-4904 308 37 180 180 NUM fis-4904 308 38 ; ; PUNCT fis-4904 308 39 doi doi NOUN fis-4904 308 40 : : PUNCT fis-4904 308 41 10.3221 10.3221 NUM fis-4904 308 42 / / SYM fis-4904 308 43 igf igf PROPN fis-4904 308 44 - - PUNCT fis-4904 308 45 esis.69.12 esis.69.12 PROPN fis-4904 308 46 164 164 NUM fis-4904 308 47 harajli harajli NOUN fis-4904 308 48 et et PROPN fis-4904 308 49 al al PROPN fis-4904 308 50 . . PUNCT fis-4904 309 1 [ [ X fis-4904 309 2 5 5 NUM fis-4904 309 3 ] ] PUNCT fis-4904 309 4 . . PUNCT fis-4904 310 1 the the DET fis-4904 310 2 details detail NOUN fis-4904 310 3 of of ADP fis-4904 310 4 calculating calculate VERB fis-4904 310 5 these these DET fis-4904 310 6 stiffness stiffness ADJ fis-4904 310 7 coefficients coefficient NOUN fis-4904 310 8 and and CCONJ fis-4904 310 9 damage damage NOUN fis-4904 310 10 initiation initiation NOUN fis-4904 310 11 parameters parameter NOUN fis-4904 310 12 are be AUX fis-4904 310 13 shown show VERB fis-4904 310 14 in in ADP fis-4904 310 15 tab tab NOUN fis-4904 310 16 . . PUNCT fis-4904 311 1 6 6 NUM fis-4904 311 2 . . PUNCT fis-4904 312 1 moreover moreover ADV fis-4904 312 2 , , PUNCT fis-4904 312 3 the the DET fis-4904 312 4 softening soften VERB fis-4904 312 5 region region NOUN fis-4904 312 6 of of ADP fis-4904 312 7 the the DET fis-4904 312 8 bond bond NOUN fis-4904 312 9 - - PUNCT fis-4904 312 10 slip slip NOUN fis-4904 312 11 relationship relationship NOUN fis-4904 312 12 has have AUX fis-4904 312 13 been be AUX fis-4904 312 14 considered consider VERB fis-4904 312 15 linear linear ADJ fis-4904 312 16 in in ADP fis-4904 312 17 the the DET fis-4904 312 18 damage damage NOUN fis-4904 312 19 evolution evolution NOUN fis-4904 312 20 segment segment NOUN fis-4904 312 21 in in ADP fis-4904 312 22 abaqus.the abaqus.the DET fis-4904 312 23 calculated calculate VERB fis-4904 312 24 parameters parameter NOUN fis-4904 312 25 have have AUX fis-4904 312 26 been be AUX fis-4904 312 27 assigned assign VERB fis-4904 312 28 to to ADP fis-4904 312 29 cohesive cohesive ADJ fis-4904 312 30 contact contact NOUN fis-4904 312 31 interaction interaction NOUN fis-4904 312 32 property property NOUN fis-4904 312 33 , , PUNCT fis-4904 312 34 and and CCONJ fis-4904 312 35 surface surface NOUN fis-4904 312 36 - - PUNCT fis-4904 312 37 to to ADP fis-4904 312 38 - - PUNCT fis-4904 312 39 surface surface NOUN fis-4904 312 40 contact contact NOUN fis-4904 312 41 has have AUX fis-4904 312 42 been be AUX fis-4904 312 43 assigned assign VERB fis-4904 312 44 to to ADP fis-4904 312 45 the the DET fis-4904 312 46 bonded bond VERB fis-4904 312 47 region region NOUN fis-4904 312 48 of of ADP fis-4904 312 49 reinforcement reinforcement NOUN fis-4904 312 50 and and CCONJ fis-4904 312 51 concrete concrete NOUN fis-4904 312 52 ( ( PUNCT fis-4904 312 53 see see VERB fis-4904 312 54 fig fig NOUN fis-4904 312 55 . . PUNCT fis-4904 313 1 10 10 NUM fis-4904 313 2 ) ) PUNCT fis-4904 313 3 . . PUNCT fis-4904 314 1 for for ADP fis-4904 314 2 reference reference NOUN fis-4904 314 3 specimens specimen NOUN fis-4904 314 4 of of ADP fis-4904 314 5 tang tang PROPN fis-4904 314 6 and and CCONJ fis-4904 314 7 cheng cheng PROPN fis-4904 314 8 [ [ X fis-4904 314 9 12 12 NUM fis-4904 314 10 ] ] PUNCT fis-4904 314 11 , , PUNCT fis-4904 314 12 the the DET fis-4904 314 13 transverse transverse NOUN fis-4904 314 14 reinforcements reinforcement NOUN fis-4904 314 15 have have AUX fis-4904 314 16 been be AUX fis-4904 314 17 embedded embed VERB fis-4904 314 18 in in ADP fis-4904 314 19 concrete concrete ADJ fis-4904 314 20 cubes cube NOUN fis-4904 314 21 without without ADP fis-4904 314 22 considering consider VERB fis-4904 314 23 any any DET fis-4904 314 24 cohesive cohesive ADJ fis-4904 314 25 interaction interaction NOUN fis-4904 314 26 to to PART fis-4904 314 27 avoid avoid VERB fis-4904 314 28 complexity complexity NOUN fis-4904 314 29 . . PUNCT fis-4904 315 1 finite finite PROPN fis-4904 315 2 element element PROPN fis-4904 315 3 mesh mesh NOUN fis-4904 315 4 in in ADP fis-4904 315 5 this this DET fis-4904 315 6 study study NOUN fis-4904 315 7 , , PUNCT fis-4904 315 8 a a DET fis-4904 315 9 mesh mesh NOUN fis-4904 315 10 size size NOUN fis-4904 315 11 of of ADP fis-4904 315 12 10 10 NUM fis-4904 315 13 mm mm NOUN fis-4904 315 14 is be AUX fis-4904 315 15 used use VERB fis-4904 315 16 for for ADP fis-4904 315 17 both both CCONJ fis-4904 315 18 concrete concrete ADJ fis-4904 315 19 cube cube NOUN fis-4904 315 20 and and CCONJ fis-4904 315 21 reinforcement reinforcement NOUN fis-4904 315 22 . . PUNCT fis-4904 316 1 in in ADP fis-4904 316 2 the the DET fis-4904 316 3 concrete concrete ADJ fis-4904 316 4 cube cube NOUN fis-4904 316 5 , , PUNCT fis-4904 316 6 4800 4800 NUM fis-4904 316 7 hexagonal hexagonal ADJ fis-4904 316 8 elements element NOUN fis-4904 316 9 have have AUX fis-4904 316 10 been be AUX fis-4904 316 11 created create VERB fis-4904 316 12 . . PUNCT fis-4904 317 1 in in ADP fis-4904 317 2 reinforcement reinforcement NOUN fis-4904 317 3 , , PUNCT fis-4904 317 4 a a DET fis-4904 317 5 total total NOUN fis-4904 317 6 of of ADP fis-4904 317 7 324 324 NUM fis-4904 317 8 hexagonal hexagonal ADJ fis-4904 317 9 elements element NOUN fis-4904 317 10 have have AUX fis-4904 317 11 been be AUX fis-4904 317 12 created create VERB fis-4904 317 13 . . PUNCT fis-4904 318 1 the the DET fis-4904 318 2 finite finite PROPN fis-4904 318 3 element element NOUN fis-4904 318 4 mesh mesh NOUN fis-4904 318 5 of of ADP fis-4904 318 6 the the DET fis-4904 318 7 reference reference NOUN fis-4904 318 8 specimen speciman NOUN fis-4904 318 9 c1r20 c1r20 ADJ fis-4904 318 10 [ [ X fis-4904 318 11 21 21 NUM fis-4904 318 12 ] ] PUNCT fis-4904 318 13 is be AUX fis-4904 318 14 shown show VERB fis-4904 318 15 in in ADP fis-4904 318 16 fig fig NOUN fis-4904 318 17 . . PUNCT fis-4904 319 1 11 11 NUM fis-4904 319 2 . . X fis-4904 319 3 figure figure VERB fis-4904 319 4 6 6 NUM fis-4904 319 5 : : PUNCT fis-4904 319 6 analytical analytical ADJ fis-4904 319 7 bond bond NOUN fis-4904 319 8 stress stress NOUN fis-4904 319 9 - - PUNCT fis-4904 319 10 slip slip NOUN fis-4904 319 11 relationship relationship NOUN fis-4904 319 12 for for ADP fis-4904 319 13 monotonic monotonic ADJ fis-4904 319 14 loading loading NOUN fis-4904 319 15 [ [ X fis-4904 319 16 2 2 NUM fis-4904 319 17 ] ] PUNCT fis-4904 319 18 . . PUNCT fis-4904 320 1 figure figure VERB fis-4904 320 2 7 7 NUM fis-4904 320 3 : : PUNCT fis-4904 320 4 traction traction NOUN fis-4904 320 5 separation separation NOUN fis-4904 320 6 law law NOUN fis-4904 320 7 available available ADJ fis-4904 320 8 in in ADP fis-4904 320 9 abaqus abaqus PROPN fis-4904 321 1 [ [ X fis-4904 321 2 34 34 NUM fis-4904 321 3 ] ] PUNCT fis-4904 321 4 . . PUNCT fis-4904 322 1 m. m. PROPN fis-4904 322 2 b. b. PROPN fis-4904 322 3 prince prince PROPN fis-4904 322 4 et et PROPN fis-4904 322 5 alii alii PROPN fis-4904 322 6 , , PUNCT fis-4904 322 7 frattura frattura PROPN fis-4904 322 8 ed ed PROPN fis-4904 322 9 integrità integrità PROPN fis-4904 322 10 strutturale strutturale PROPN fis-4904 322 11 , , PUNCT fis-4904 322 12 69 69 NUM fis-4904 322 13 ( ( PUNCT fis-4904 322 14 2024 2024 NUM fis-4904 322 15 ) ) PUNCT fis-4904 322 16 154 154 NUM fis-4904 322 17 - - SYM fis-4904 322 18 180 180 NUM fis-4904 322 19 ; ; PUNCT fis-4904 322 20 doi doi NOUN fis-4904 322 21 : : PUNCT fis-4904 322 22 10.3221 10.3221 NUM fis-4904 322 23 / / SYM fis-4904 322 24 igf igf PROPN fis-4904 322 25 - - PUNCT fis-4904 322 26 esis.69.12 esis.69.12 PROPN fis-4904 322 27 165 165 NUM fis-4904 322 28 figure figure NOUN fis-4904 322 29 8 8 NUM fis-4904 322 30 : : PUNCT fis-4904 322 31 approximation approximation NOUN fis-4904 322 32 of of ADP fis-4904 322 33 bond bond NOUN fis-4904 322 34 - - PUNCT fis-4904 322 35 slip slip NOUN fis-4904 322 36 behavior behavior NOUN fis-4904 322 37 ( ( PUNCT fis-4904 322 38 dotted dotted ADJ fis-4904 322 39 line line NOUN fis-4904 322 40 ) ) PUNCT fis-4904 322 41 using use VERB fis-4904 322 42 traction traction NOUN fis-4904 322 43 separation separation NOUN fis-4904 322 44 law law NOUN fis-4904 322 45 ( ( PUNCT fis-4904 322 46 solid solid ADJ fis-4904 322 47 line line NOUN fis-4904 322 48 ) ) PUNCT fis-4904 322 49 . . PUNCT fis-4904 323 1 figure figure VERB fis-4904 323 2 9 9 NUM fis-4904 323 3 : : PUNCT fis-4904 323 4 literature literature NOUN fis-4904 323 5 study study NOUN fis-4904 323 6 of of ADP fis-4904 323 7 slip slip NOUN fis-4904 323 8 at at ADP fis-4904 323 9 damage damage NOUN fis-4904 323 10 initiation initiation NOUN fis-4904 323 11 ( ( PUNCT fis-4904 323 12 s1 s1 NOUN fis-4904 323 13 ) ) PUNCT fis-4904 323 14 from from ADP fis-4904 323 15 different different ADJ fis-4904 323 16 literature literature NOUN fis-4904 323 17 . . PUNCT fis-4904 324 1 figure figure VERB fis-4904 324 2 10 10 NUM fis-4904 324 3 : : PUNCT fis-4904 324 4 constraint constraint NOUN fis-4904 324 5 and and CCONJ fis-4904 324 6 interaction interaction NOUN fis-4904 324 7 of of ADP fis-4904 324 8 reference reference NOUN fis-4904 324 9 specimen speciman NOUN fis-4904 324 10 e1r16 e1r16 VERB fis-4904 325 1 [ [ X fis-4904 325 2 21 21 NUM fis-4904 325 3 ] ] PUNCT fis-4904 325 4 . . PUNCT fis-4904 326 1 m. m. PROPN fis-4904 326 2 b. b. PROPN fis-4904 326 3 prince prince PROPN fis-4904 326 4 et et PROPN fis-4904 326 5 alii alii PROPN fis-4904 326 6 , , PUNCT fis-4904 326 7 frattura frattura PROPN fis-4904 326 8 ed ed PROPN fis-4904 326 9 integrità integrità PROPN fis-4904 326 10 strutturale strutturale PROPN fis-4904 326 11 , , PUNCT fis-4904 326 12 69 69 NUM fis-4904 326 13 ( ( PUNCT fis-4904 326 14 2024 2024 NUM fis-4904 326 15 ) ) PUNCT fis-4904 326 16 154 154 NUM fis-4904 326 17 - - SYM fis-4904 326 18 180 180 NUM fis-4904 326 19 ; ; PUNCT fis-4904 326 20 doi doi NOUN fis-4904 326 21 : : PUNCT fis-4904 326 22 10.3221 10.3221 NUM fis-4904 326 23 / / SYM fis-4904 326 24 igf igf PROPN fis-4904 326 25 - - PUNCT fis-4904 326 26 esis.69.12 esis.69.12 PROPN fis-4904 326 27 166 166 NUM fis-4904 326 28 reference reference NOUN fis-4904 326 29 specimen speciman NOUN fis-4904 326 30 observed observe VERB fis-4904 326 31 failure failure NOUN fis-4904 326 32 mode mode NOUN fis-4904 326 33 adopted adopt VERB fis-4904 326 34 models model NOUN fis-4904 326 35 τmax τmax NOUN fis-4904 326 36 ( ( PUNCT fis-4904 326 37 mpa mpa NOUN fis-4904 326 38 ) ) PUNCT fis-4904 326 39 stiffness stiffness NOUN fis-4904 326 40 parameters parameter NOUN fis-4904 326 41 ( ( PUNCT fis-4904 326 42 mpa mpa PROPN fis-4904 326 43 / / SYM fis-4904 326 44 mm mm PROPN fis-4904 326 45 ) ) PUNCT fis-4904 326 46 damage damage NOUN fis-4904 326 47 initiation initiation NOUN fis-4904 326 48 parameters parameter NOUN fis-4904 326 49 knn knn PROPN fis-4904 326 50 kss kss PROPN fis-4904 326 51 = = PROPN fis-4904 326 52 ktt ktt PROPN fis-4904 326 53 τn= τn= PROPN fis-4904 326 54 τs-1= τs-1= PROPN fis-4904 326 55 τs-2 τs-2 PUNCT fis-4904 326 56 ( ( PUNCT fis-4904 326 57 mpa mpa PROPN fis-4904 326 58 ) ) PUNCT fis-4904 326 59 s1 s1 PROPN fis-4904 326 60 ( ( PUNCT fis-4904 326 61 mm mm PROPN fis-4904 326 62 ) ) PUNCT fis-4904 326 63 pd pd PROPN fis-4904 326 64 ( ( PUNCT fis-4904 326 65 mm mm PROPN fis-4904 326 66 ) ) PUNCT fis-4904 326 67 e1r16 e1r16 PROPN fis-4904 326 68 pullout pullout NOUN fis-4904 326 69 mc2010 mc2010 NOUN fis-4904 326 70 - - PUNCT fis-4904 326 71 pf pf NOUN fis-4904 326 72 [ [ X fis-4904 326 73 2 2 NUM fis-4904 326 74 ] ] SYM fis-4904 326 75 18.908 18.908 NUM fis-4904 326 76 18908 18908 NUM fis-4904 326 77 189.08 189.08 NUM fis-4904 326 78 18.908 18.908 NUM fis-4904 326 79 0.1 0.1 NUM fis-4904 326 80 26 26 NUM fis-4904 326 81 sturm sturm NOUN fis-4904 326 82 and and CCONJ fis-4904 326 83 visintin visintin VERB fis-4904 326 84 [ [ X fis-4904 326 85 3 3 NUM fis-4904 326 86 ] ] SYM fis-4904 326 87 17.538 17.538 NUM fis-4904 326 88 17538 17538 NUM fis-4904 326 89 175.38 175.38 NUM fis-4904 326 90 17.538 17.538 NUM fis-4904 326 91 0.1 0.1 NUM fis-4904 326 92 26 26 NUM fis-4904 326 93 esfahani esfahani NOUN fis-4904 326 94 and and CCONJ fis-4904 326 95 rangan rangan VERB fis-4904 326 96 [ [ X fis-4904 326 97 4 4 NUM fis-4904 326 98 ] ] SYM fis-4904 326 99 21.223 21.223 NUM fis-4904 326 100 21223 21223 NUM fis-4904 326 101 212.23 212.23 NUM fis-4904 326 102 21.223 21.223 NUM fis-4904 326 103 0.1 0.1 NUM fis-4904 326 104 26 26 NUM fis-4904 326 105 harajli harajli NOUN fis-4904 326 106 et et PROPN fis-4904 326 107 al al PROPN fis-4904 326 108 . . PUNCT fis-4904 327 1 [ [ X fis-4904 327 2 5 5 NUM fis-4904 327 3 ] ] SYM fis-4904 327 4 19.437 19.437 NUM fis-4904 327 5 19437 19437 NUM fis-4904 327 6 194.37 194.37 NUM fis-4904 327 7 19.437 19.437 NUM fis-4904 327 8 0.1 0.1 NUM fis-4904 327 9 26 26 NUM fis-4904 327 10 huang huang PROPN fis-4904 327 11 et et PROPN fis-4904 327 12 al al PROPN fis-4904 327 13 . . PUNCT fis-4904 328 1 [ [ X fis-4904 328 2 6 6 NUM fis-4904 328 3 ] ] SYM fis-4904 328 4 25.74 25.74 NUM fis-4904 328 5 25740 25740 NUM fis-4904 328 6 257.4 257.4 NUM fis-4904 328 7 25.74 25.74 NUM fis-4904 328 8 0.1 0.1 NUM fis-4904 328 9 26 26 NUM fis-4904 328 10 c1r20 c1r20 ADJ fis-4904 328 11 splitting splitting NOUN fis-4904 328 12 mc2010 mc2010 NOUN fis-4904 328 13 - - PUNCT fis-4904 328 14 sf sf NOUN fis-4904 328 15 [ [ X fis-4904 328 16 2 2 NUM fis-4904 328 17 ] ] PUNCT fis-4904 328 18 8.841 8.841 NUM fis-4904 328 19 58.94 58.94 NUM fis-4904 328 20 58.94 58.94 NUM fis-4904 328 21 8.841 8.841 NUM fis-4904 328 22 0.15 0.15 NUM fis-4904 328 23 1 1 NUM fis-4904 328 24 sturm sturm X fis-4904 328 25 and and CCONJ fis-4904 328 26 visintin visintin VERB fis-4904 328 27 [ [ X fis-4904 328 28 3 3 NUM fis-4904 328 29 ] ] PUNCT fis-4904 328 30 15.423 15.423 NUM fis-4904 328 31 10282 10282 NUM fis-4904 328 32 102.82 102.82 NUM fis-4904 328 33 15.423 15.423 NUM fis-4904 328 34 0.15 0.15 NUM fis-4904 328 35 1 1 NUM fis-4904 328 36 harajli harajli NOUN fis-4904 328 37 et et PROPN fis-4904 328 38 al al PROPN fis-4904 328 39 . . PUNCT fis-4904 329 1 [ [ X fis-4904 329 2 5 5 NUM fis-4904 329 3 ] ] SYM fis-4904 329 4 18.335 18.335 NUM fis-4904 329 5 7334 7334 NUM fis-4904 329 6 73.34 73.34 NUM fis-4904 329 7 18.335 18.335 NUM fis-4904 329 8 0.25 0.25 NUM fis-4904 329 9 1 1 NUM fis-4904 329 10 oragun oragun NOUN fis-4904 329 11 et et PROPN fis-4904 329 12 al al PROPN fis-4904 329 13 . . PUNCT fis-4904 330 1 [ [ X fis-4904 330 2 7 7 NUM fis-4904 330 3 ] ] SYM fis-4904 330 4 12.412 12.412 NUM fis-4904 330 5 8274.66 8274.66 NUM fis-4904 330 6 82.746 82.746 NUM fis-4904 330 7 12.412 12.412 NUM fis-4904 330 8 0.15 0.15 NUM fis-4904 330 9 1 1 NUM fis-4904 330 10 hadi hadi NOUN fis-4904 331 1 [ [ X fis-4904 331 2 8 8 NUM fis-4904 331 3 ] ] SYM fis-4904 331 4 8.58 8.58 NUM fis-4904 331 5 5720 5720 NUM fis-4904 331 6 57.2 57.2 NUM fis-4904 331 7 8.58 8.58 NUM fis-4904 331 8 0.15 0.15 NUM fis-4904 331 9 1 1 NUM fis-4904 331 10 e1r16 e1r16 PROPN fis-4904 331 11 - - PUNCT fis-4904 331 12 60 60 NUM fis-4904 331 13 pullout pullout NOUN fis-4904 331 14 + + CCONJ fis-4904 331 15 splitting splitting NOUN fis-4904 331 16 mc2010 mc2010 NOUN fis-4904 331 17 - - PUNCT fis-4904 331 18 sf sf NOUN fis-4904 331 19 [ [ X fis-4904 331 20 2 2 NUM fis-4904 331 21 ] ] PUNCT fis-4904 331 22 9.103 9.103 NUM fis-4904 331 23 9103 9103 NUM fis-4904 331 24 91.03 91.03 NUM fis-4904 331 25 9.103 9.103 NUM fis-4904 331 26 0.1 0.1 NUM fis-4904 331 27 26 26 NUM fis-4904 331 28 sturm sturm NOUN fis-4904 331 29 and and CCONJ fis-4904 331 30 visintin visintin VERB fis-4904 331 31 [ [ X fis-4904 331 32 3 3 NUM fis-4904 331 33 ] ] PUNCT fis-4904 331 34 12.904 12.904 NUM fis-4904 331 35 12904 12904 NUM fis-4904 331 36 129.04 129.04 NUM fis-4904 331 37 12.904 12.904 NUM fis-4904 331 38 0.1 0.1 NUM fis-4904 331 39 26 26 NUM fis-4904 331 40 esfahani esfahani NOUN fis-4904 331 41 and and CCONJ fis-4904 331 42 rangan rangan VERB fis-4904 331 43 [ [ X fis-4904 331 44 4 4 X fis-4904 331 45 ] ] PUNCT fis-4904 331 46 11.962 11.962 NUM fis-4904 331 47 11962 11962 NUM fis-4904 331 48 119.62 119.62 NUM fis-4904 331 49 11.962 11.962 NUM fis-4904 331 50 0.1 0.1 NUM fis-4904 331 51 26 26 NUM fis-4904 331 52 harajli harajli NOUN fis-4904 331 53 et et PROPN fis-4904 331 54 al al PROPN fis-4904 331 55 . . PUNCT fis-4904 332 1 [ [ X fis-4904 332 2 5 5 NUM fis-4904 332 3 ] ] SYM fis-4904 332 4 19.437 19.437 NUM fis-4904 332 5 19437 19437 NUM fis-4904 332 6 194.37 194.37 NUM fis-4904 332 7 19.437 19.437 NUM fis-4904 332 8 0.1 0.1 NUM fis-4904 332 9 26 26 NUM fis-4904 332 10 huang huang PROPN fis-4904 332 11 et et PROPN fis-4904 332 12 al al PROPN fis-4904 332 13 . . PUNCT fis-4904 333 1 [ [ X fis-4904 333 2 6 6 NUM fis-4904 333 3 ] ] SYM fis-4904 333 4 25.74 25.74 NUM fis-4904 333 5 25740 25740 NUM fis-4904 333 6 257.4 257.4 NUM fis-4904 333 7 25.74 25.74 NUM fis-4904 333 8 0.1 0.1 NUM fis-4904 333 9 26 26 NUM fis-4904 333 10 oragun oragun NOUN fis-4904 333 11 et et PROPN fis-4904 333 12 al al PROPN fis-4904 333 13 . . PUNCT fis-4904 334 1 [ [ X fis-4904 334 2 7 7 X fis-4904 334 3 ] ] SYM fis-4904 334 4 9.625 9.625 NUM fis-4904 334 5 9625 9625 NUM fis-4904 334 6 96.25 96.25 NUM fis-4904 334 7 9.625 9.625 NUM fis-4904 334 8 0.1 0.1 NUM fis-4904 334 9 26 26 NUM fis-4904 334 10 hadi hadi NOUN fis-4904 334 11 [ [ X fis-4904 334 12 8 8 NUM fis-4904 334 13 ] ] SYM fis-4904 334 14 9.34 9.34 NUM fis-4904 334 15 9340 9340 NUM fis-4904 334 16 93.4 93.4 NUM fis-4904 334 17 9.34 9.34 NUM fis-4904 334 18 0.1 0.1 NUM fis-4904 334 19 26 26 NUM fis-4904 334 20 c20#8 c20#8 VERB fis-4904 334 21 splitting split VERB fis-4904 334 22 mc2010 mc2010 NOUN fis-4904 334 23 - - PUNCT fis-4904 334 24 sf sf NOUN fis-4904 334 25 - - PUNCT fis-4904 334 26 c c NOUN fis-4904 334 27 [ [ X fis-4904 334 28 2 2 NUM fis-4904 334 29 ] ] PUNCT fis-4904 334 30 8.02 8.02 NUM fis-4904 334 31 8020 8020 NUM fis-4904 334 32 80.2 80.2 NUM fis-4904 334 33 8.02 8.02 NUM fis-4904 334 34 0.1 0.1 NUM fis-4904 334 35 25 25 NUM fis-4904 334 36 soroushian soroushian ADJ fis-4904 334 37 and and CCONJ fis-4904 334 38 choi choi NOUN fis-4904 334 39 [ [ X fis-4904 334 40 9 9 NUM fis-4904 334 41 ] ] SYM fis-4904 334 42 11.283 11.283 NUM fis-4904 334 43 11283 11283 NUM fis-4904 334 44 112.83 112.83 NUM fis-4904 334 45 11.283 11.283 NUM fis-4904 334 46 0.1 0.1 NUM fis-4904 334 47 25 25 NUM fis-4904 334 48 aslani aslani NOUN fis-4904 334 49 and and CCONJ fis-4904 334 50 samali samali VERB fis-4904 334 51 [ [ X fis-4904 334 52 10 10 NUM fis-4904 334 53 ] ] X fis-4904 334 54 12.901 12.901 NUM fis-4904 334 55 12901 12901 NUM fis-4904 334 56 129.01 129.01 NUM fis-4904 334 57 12.901 12.901 NUM fis-4904 334 58 0.1 0.1 NUM fis-4904 334 59 25 25 NUM fis-4904 334 60 xu xu PROPN fis-4904 335 1 [ [ X fis-4904 335 2 11 11 NUM fis-4904 335 3 ] ] PUNCT fis-4904 335 4 11.747 11.747 NUM fis-4904 335 5 11747 11747 NUM fis-4904 335 6 117.47 117.47 NUM fis-4904 335 7 11.747 11.747 NUM fis-4904 335 8 0.1 0.1 NUM fis-4904 335 9 25 25 NUM fis-4904 335 10 tang tang NOUN fis-4904 335 11 and and CCONJ fis-4904 335 12 cheng cheng PROPN fis-4904 336 1 [ [ X fis-4904 336 2 12 12 NUM fis-4904 336 3 ] ] PUNCT fis-4904 336 4 by by ADP fis-4904 336 5 simple simple ADJ fis-4904 336 6 regression regression NOUN fis-4904 336 7 13.265 13.265 NUM fis-4904 336 8 13265 13265 NUM fis-4904 336 9 132.65 132.65 NUM fis-4904 336 10 13.265 13.265 NUM fis-4904 336 11 0.1 0.1 NUM fis-4904 336 12 25 25 NUM fis-4904 336 13 tang tang NOUN fis-4904 336 14 and and CCONJ fis-4904 336 15 cheng cheng PROPN fis-4904 336 16 [ [ X fis-4904 336 17 12 12 NUM fis-4904 336 18 ] ] PUNCT fis-4904 336 19 by by ADP fis-4904 336 20 multiple multiple ADJ fis-4904 336 21 regression regression NOUN fis-4904 336 22 11.911 11.911 NUM fis-4904 336 23 11911 11911 NUM fis-4904 336 24 119.11 119.11 NUM fis-4904 336 25 11.911 11.911 NUM fis-4904 336 26 0.1 0.1 NUM fis-4904 336 27 25 25 NUM fis-4904 336 28 τn= τn= ADP fis-4904 336 29 maximum maximum ADJ fis-4904 336 30 nominal nominal ADJ fis-4904 336 31 stress stress NOUN fis-4904 336 32 in in ADP fis-4904 336 33 normal normal ADJ fis-4904 336 34 direction direction NOUN fis-4904 336 35 , , PUNCT fis-4904 336 36 τs-1= τs-1= CCONJ fis-4904 336 37 maximum maximum ADJ fis-4904 336 38 nominal nominal ADJ fis-4904 336 39 stress stress NOUN fis-4904 336 40 in in ADP fis-4904 336 41 shear-1 shear-1 NUM fis-4904 336 42 direction direction NOUN fis-4904 336 43 , , PUNCT fis-4904 336 44 τs-2 τs-2 PUNCT fis-4904 336 45 = = SYM fis-4904 336 46 maximum maximum ADJ fis-4904 336 47 nominal nominal ADJ fis-4904 336 48 stress stress NOUN fis-4904 336 49 in in ADP fis-4904 336 50 shear-2 shear-2 NUM fis-4904 336 51 direction direction NOUN fis-4904 336 52 , , PUNCT fis-4904 336 53 pd= pd= ADJ fis-4904 336 54 total total ADJ fis-4904 336 55 / / SYM fis-4904 336 56 plastic plastic NOUN fis-4904 336 57 displacement displacement NOUN fis-4904 336 58 table table NOUN fis-4904 336 59 6 6 NUM fis-4904 336 60 : : PUNCT fis-4904 336 61 calculation calculation NOUN fis-4904 336 62 of of ADP fis-4904 336 63 stiffness stiffness ADJ fis-4904 336 64 coefficients coefficient NOUN fis-4904 336 65 and and CCONJ fis-4904 336 66 damage damage NOUN fis-4904 336 67 initiation initiation NOUN fis-4904 336 68 parameters parameter NOUN fis-4904 336 69 . . PUNCT fis-4904 337 1 solution solution NOUN fis-4904 337 2 procedure procedure NOUN fis-4904 337 3 in in ADP fis-4904 337 4 the the DET fis-4904 337 5 pullout pullout NOUN fis-4904 337 6 test test NOUN fis-4904 337 7 , , PUNCT fis-4904 337 8 concrete concrete NOUN fis-4904 337 9 crushes crush VERB fis-4904 337 10 locally locally ADV fis-4904 337 11 when when SCONJ fis-4904 337 12 reinforcement reinforcement NOUN fis-4904 337 13 is be AUX fis-4904 337 14 pulled pull VERB fis-4904 337 15 in in ADP fis-4904 337 16 tension tension NOUN fis-4904 337 17 . . PUNCT fis-4904 338 1 the the DET fis-4904 338 2 crushing crush VERB fis-4904 338 3 in in ADP fis-4904 338 4 concrete concrete NOUN fis-4904 338 5 initiated initiate VERB fis-4904 338 6 stiffness stiffness ADJ fis-4904 338 7 degradation degradation NOUN fis-4904 338 8 and and CCONJ fis-4904 338 9 softening soften VERB fis-4904 338 10 behaviour behaviour NOUN fis-4904 338 11 , , PUNCT fis-4904 338 12 which which PRON fis-4904 338 13 caused cause VERB fis-4904 338 14 convergence convergence NOUN fis-4904 338 15 issues issue NOUN fis-4904 338 16 in in ADP fis-4904 338 17 the the DET fis-4904 338 18 static static ADJ fis-4904 338 19 analysis analysis NOUN fis-4904 338 20 [ [ X fis-4904 338 21 34,47 34,47 NUM fis-4904 338 22 ] ] X fis-4904 338 23 . . PUNCT fis-4904 339 1 therefore therefore ADV fis-4904 339 2 , , PUNCT fis-4904 339 3 a a DET fis-4904 339 4 dynamic dynamic ADJ fis-4904 339 5 implicit implicit ADJ fis-4904 339 6 - - PUNCT fis-4904 339 7 solving solve VERB fis-4904 339 8 strategy strategy NOUN fis-4904 339 9 has have AUX fis-4904 339 10 been be AUX fis-4904 339 11 implemented implement VERB fis-4904 339 12 in in ADP fis-4904 339 13 this this DET fis-4904 339 14 study study NOUN fis-4904 339 15 . . PUNCT fis-4904 340 1 however however ADV fis-4904 340 2 , , PUNCT fis-4904 340 3 the the DET fis-4904 340 4 simulation simulation NOUN fis-4904 340 5 solution solution NOUN fis-4904 340 6 strategy strategy NOUN fis-4904 340 7 in in ADP fis-4904 340 8 the the DET fis-4904 340 9 dynamic dynamic ADJ fis-4904 340 10 implicit implicit ADJ fis-4904 340 11 method method NOUN fis-4904 340 12 still still ADV fis-4904 340 13 needs need VERB fis-4904 340 14 to to PART fis-4904 340 15 carefully carefully ADV fis-4904 340 16 select select VERB fis-4904 340 17 increment increment NOUN fis-4904 340 18 size size NOUN fis-4904 340 19 as as SCONJ fis-4904 340 20 small small ADJ fis-4904 340 21 changes change NOUN fis-4904 340 22 in in ADP fis-4904 340 23 increment increment NOUN fis-4904 340 24 could could AUX fis-4904 340 25 result result VERB fis-4904 340 26 in in ADP fis-4904 340 27 skipping skip VERB fis-4904 340 28 important important ADJ fis-4904 340 29 output output NOUN fis-4904 340 30 . . PUNCT fis-4904 341 1 therefore therefore ADV fis-4904 341 2 , , PUNCT fis-4904 341 3 the the DET fis-4904 341 4 maximum maximum ADJ fis-4904 341 5 and and CCONJ fis-4904 341 6 minimum minimum ADJ fis-4904 341 7 number number NOUN fis-4904 341 8 of of ADP fis-4904 341 9 increments increment NOUN fis-4904 341 10 have have AUX fis-4904 341 11 been be AUX fis-4904 341 12 used use VERB fis-4904 341 13 as as ADP fis-4904 341 14 104 104 NUM fis-4904 341 15 and and CCONJ fis-4904 341 16 10 10 NUM fis-4904 341 17 - - SYM fis-4904 341 18 15 15 NUM fis-4904 341 19 , , PUNCT fis-4904 341 20 respectively respectively ADV fis-4904 341 21 . . PUNCT fis-4904 342 1 the the DET fis-4904 342 2 initial initial ADJ fis-4904 342 3 increment increment NOUN fis-4904 342 4 size size NOUN fis-4904 342 5 has have AUX fis-4904 342 6 been be AUX fis-4904 342 7 used use VERB fis-4904 342 8 as as ADP fis-4904 342 9 0.0001 0.0001 NUM fis-4904 342 10 . . PUNCT fis-4904 343 1 all all DET fis-4904 343 2 other other ADJ fis-4904 343 3 options option NOUN fis-4904 343 4 have have AUX fis-4904 343 5 been be AUX fis-4904 343 6 kept keep VERB fis-4904 343 7 as as ADP fis-4904 343 8 default default NOUN fis-4904 343 9 . . PUNCT fis-4904 344 1 nonlinear nonlinear ADJ fis-4904 344 2 geometry geometry NOUN fis-4904 344 3 has have AUX fis-4904 344 4 been be AUX fis-4904 344 5 kept keep VERB fis-4904 344 6 on on ADP fis-4904 344 7 . . PUNCT fis-4904 345 1 m. m. PROPN fis-4904 345 2 b. b. PROPN fis-4904 345 3 prince prince PROPN fis-4904 345 4 et et PROPN fis-4904 345 5 alii alii PROPN fis-4904 345 6 , , PUNCT fis-4904 345 7 frattura frattura PROPN fis-4904 345 8 ed ed PROPN fis-4904 345 9 integrità integrità PROPN fis-4904 345 10 strutturale strutturale PROPN fis-4904 345 11 , , PUNCT fis-4904 345 12 69 69 NUM fis-4904 345 13 ( ( PUNCT fis-4904 345 14 2024 2024 NUM fis-4904 345 15 ) ) PUNCT fis-4904 345 16 154 154 NUM fis-4904 345 17 - - SYM fis-4904 345 18 180 180 NUM fis-4904 345 19 ; ; PUNCT fis-4904 345 20 doi doi NOUN fis-4904 345 21 : : PUNCT fis-4904 345 22 10.3221 10.3221 NUM fis-4904 345 23 / / SYM fis-4904 345 24 igf igf PROPN fis-4904 345 25 - - PUNCT fis-4904 345 26 esis.69.12 esis.69.12 PROPN fis-4904 345 27 167 167 NUM fis-4904 345 28 figure figure NOUN fis-4904 345 29 11 11 NUM fis-4904 345 30 : : PUNCT fis-4904 345 31 finite finite PROPN fis-4904 345 32 element element NOUN fis-4904 345 33 mesh mesh NOUN fis-4904 345 34 ( ( PUNCT fis-4904 345 35 10 10 NUM fis-4904 345 36 mm mm NOUN fis-4904 345 37 ) ) PUNCT fis-4904 345 38 of of ADP fis-4904 345 39 reference reference NOUN fis-4904 345 40 specimen speciman NOUN fis-4904 345 41 e1r16 e1r16 VERB fis-4904 346 1 [ [ X fis-4904 346 2 21 21 NUM fis-4904 346 3 ] ] PUNCT fis-4904 346 4 . . PUNCT fis-4904 347 1 finite finite PROPN fis-4904 347 2 element element PROPN fis-4904 347 3 result result NOUN fis-4904 347 4 and and CCONJ fis-4904 347 5 analysis analysis NOUN fis-4904 347 6 he he PRON fis-4904 347 7 proposed propose VERB fis-4904 347 8 finite finite PROPN fis-4904 347 9 element element PROPN fis-4904 347 10 modelling modelling NOUN fis-4904 347 11 strategy strategy NOUN fis-4904 347 12 has have AUX fis-4904 347 13 been be AUX fis-4904 347 14 validated validate VERB fis-4904 347 15 with with ADP fis-4904 347 16 experimental experimental ADJ fis-4904 347 17 data datum NOUN fis-4904 347 18 from from ADP fis-4904 347 19 references reference NOUN fis-4904 347 20 [ [ X fis-4904 347 21 12,21 12,21 NUM fis-4904 347 22 ] ] PUNCT fis-4904 347 23 for for ADP fis-4904 347 24 the the DET fis-4904 347 25 bond bond NOUN fis-4904 347 26 stress stress NOUN fis-4904 347 27 - - PUNCT fis-4904 347 28 slip slip NOUN fis-4904 347 29 relationship relationship NOUN fis-4904 347 30 and and CCONJ fis-4904 347 31 failure failure NOUN fis-4904 347 32 pattern pattern NOUN fis-4904 347 33 . . PUNCT fis-4904 348 1 mesh mesh NOUN fis-4904 348 2 sensitivity sensitivity NOUN fis-4904 348 3 analysis analysis NOUN fis-4904 348 4 in in ADP fis-4904 348 5 this this DET fis-4904 348 6 study study NOUN fis-4904 348 7 , , PUNCT fis-4904 348 8 a a DET fis-4904 348 9 mesh mesh NOUN fis-4904 348 10 sensitivity sensitivity NOUN fis-4904 348 11 analysis analysis NOUN fis-4904 348 12 has have AUX fis-4904 348 13 been be AUX fis-4904 348 14 performed perform VERB fis-4904 348 15 on on ADP fis-4904 348 16 mesh mesh NOUN fis-4904 348 17 sizes size NOUN fis-4904 348 18 of of ADP fis-4904 348 19 10 10 NUM fis-4904 348 20 mm mm NOUN fis-4904 348 21 , , PUNCT fis-4904 348 22 20 20 NUM fis-4904 348 23 mm mm NOUN fis-4904 348 24 , , PUNCT fis-4904 348 25 30 30 NUM fis-4904 348 26 mm mm NOUN fis-4904 348 27 , , PUNCT fis-4904 348 28 and and CCONJ fis-4904 348 29 40 40 NUM fis-4904 348 30 mm mm NOUN fis-4904 348 31 for for ADP fis-4904 348 32 reference reference NOUN fis-4904 348 33 specimen speciman NOUN fis-4904 348 34 c1r20 c1r20 ADJ fis-4904 348 35 . . PUNCT fis-4904 349 1 the the DET fis-4904 349 2 failure failure NOUN fis-4904 349 3 pattern pattern NOUN fis-4904 349 4 of of ADP fis-4904 349 5 the the DET fis-4904 349 6 experiment experiment NOUN fis-4904 349 7 and and CCONJ fis-4904 349 8 fem fem NOUN fis-4904 349 9 models model NOUN fis-4904 349 10 for for ADP fis-4904 349 11 reference reference NOUN fis-4904 349 12 specimen speciman NOUN fis-4904 349 13 c1r20 c1r20 ADJ fis-4904 349 14 are be AUX fis-4904 349 15 shown show VERB fis-4904 349 16 in in ADP fis-4904 349 17 fig fig NOUN fis-4904 349 18 . . PUNCT fis-4904 350 1 13 13 NUM fis-4904 350 2 ( ( PUNCT fis-4904 350 3 a)-(e a)-(e NOUN fis-4904 350 4 ) ) PUNCT fis-4904 350 5 . . PUNCT fis-4904 351 1 the the DET fis-4904 351 2 analysis analysis NOUN fis-4904 351 3 revealed reveal VERB fis-4904 351 4 that that SCONJ fis-4904 351 5 20 20 NUM fis-4904 351 6 mm mm NOUN fis-4904 351 7 and and CCONJ fis-4904 351 8 30 30 NUM fis-4904 351 9 mm mm NOUN fis-4904 351 10 mesh mesh NOUN fis-4904 351 11 sizes size NOUN fis-4904 351 12 showed show VERB fis-4904 351 13 almost almost ADV fis-4904 351 14 mesh mesh NOUN fis-4904 351 15 - - PUNCT fis-4904 351 16 independent independent ADJ fis-4904 351 17 results result NOUN fis-4904 351 18 regarding regard VERB fis-4904 351 19 bond bond NOUN fis-4904 351 20 stress stress NOUN fis-4904 351 21 vs. vs. ADP fis-4904 351 22 slip slip NOUN fis-4904 351 23 curves curve NOUN fis-4904 351 24 , , PUNCT fis-4904 351 25 as as SCONJ fis-4904 351 26 shown show VERB fis-4904 351 27 in in ADP fis-4904 351 28 fig fig NOUN fis-4904 351 29 . . PUNCT fis-4904 352 1 12 12 NUM fis-4904 352 2 . . PUNCT fis-4904 353 1 although although SCONJ fis-4904 353 2 a a DET fis-4904 353 3 mesh mesh NOUN fis-4904 353 4 size size NOUN fis-4904 353 5 of of ADP fis-4904 353 6 40 40 NUM fis-4904 353 7 mm mm NOUN fis-4904 353 8 showed show VERB fis-4904 353 9 a a DET fis-4904 353 10 more more ADV fis-4904 353 11 accurate accurate ADJ fis-4904 353 12 maximum maximum ADJ fis-4904 353 13 bond bond NOUN fis-4904 353 14 stress stress NOUN fis-4904 353 15 relative relative ADJ fis-4904 353 16 to to ADP fis-4904 353 17 the the DET fis-4904 353 18 experiment experiment NOUN fis-4904 353 19 , , PUNCT fis-4904 353 20 the the DET fis-4904 353 21 failure failure NOUN fis-4904 353 22 pattern pattern NOUN fis-4904 353 23 did do AUX fis-4904 353 24 not not PART fis-4904 353 25 resemble resemble VERB fis-4904 353 26 the the DET fis-4904 353 27 experiment experiment NOUN fis-4904 353 28 ( ( PUNCT fis-4904 353 29 see see VERB fis-4904 353 30 fig fig NOUN fis-4904 353 31 . . PUNCT fis-4904 354 1 13 13 NUM fis-4904 354 2 ( ( PUNCT fis-4904 354 3 a a NOUN fis-4904 354 4 ) ) PUNCT fis-4904 354 5 and and CCONJ fis-4904 354 6 13 13 NUM fis-4904 354 7 ( ( PUNCT fis-4904 354 8 e e NOUN fis-4904 354 9 ) ) PUNCT fis-4904 354 10 ) ) PUNCT fis-4904 354 11 . . PUNCT fis-4904 355 1 on on ADP fis-4904 355 2 the the DET fis-4904 355 3 contrary contrary NOUN fis-4904 355 4 , , PUNCT fis-4904 355 5 the the DET fis-4904 355 6 mesh mesh NOUN fis-4904 355 7 size size NOUN fis-4904 355 8 of of ADP fis-4904 355 9 10 10 NUM fis-4904 355 10 mm mm NOUN fis-4904 355 11 has have AUX fis-4904 355 12 shown show VERB fis-4904 355 13 more more ADV fis-4904 355 14 accurate accurate ADJ fis-4904 355 15 output output NOUN fis-4904 355 16 in in ADP fis-4904 355 17 terms term NOUN fis-4904 355 18 of of ADP fis-4904 355 19 failure failure NOUN fis-4904 355 20 pattern pattern NOUN fis-4904 355 21 relative relative ADJ fis-4904 355 22 to to ADP fis-4904 355 23 the the DET fis-4904 355 24 experiment experiment NOUN fis-4904 355 25 , , PUNCT fis-4904 355 26 as as SCONJ fis-4904 355 27 shown show VERB fis-4904 355 28 in in ADP fis-4904 355 29 fig fig NOUN fis-4904 355 30 . . PUNCT fis-4904 356 1 13 13 NUM fis-4904 356 2 ( ( PUNCT fis-4904 356 3 b b NOUN fis-4904 356 4 ) ) PUNCT fis-4904 356 5 . . PUNCT fis-4904 357 1 it it PRON fis-4904 357 2 is be AUX fis-4904 357 3 evident evident ADJ fis-4904 357 4 from from ADP fis-4904 357 5 fig fig NOUN fis-4904 357 6 . . PUNCT fis-4904 358 1 13(b)-(e 13(b)-(e NUM fis-4904 358 2 ) ) PUNCT fis-4904 358 3 that that SCONJ fis-4904 358 4 a a DET fis-4904 358 5 finer fine ADJ fis-4904 358 6 mesh mesh NOUN fis-4904 358 7 size size NOUN fis-4904 358 8 can can AUX fis-4904 358 9 lead lead VERB fis-4904 358 10 to to ADP fis-4904 358 11 a a DET fis-4904 358 12 representative representative ADJ fis-4904 358 13 concrete concrete ADJ fis-4904 358 14 damages damage NOUN fis-4904 358 15 in in ADP fis-4904 358 16 the the DET fis-4904 358 17 pull pull NOUN fis-4904 358 18 out out ADP fis-4904 358 19 test test NOUN fis-4904 358 20 . . PUNCT fis-4904 359 1 therefore therefore ADV fis-4904 359 2 , , PUNCT fis-4904 359 3 more more ADJ fis-4904 359 4 refinement refinement NOUN fis-4904 359 5 of of ADP fis-4904 359 6 the the DET fis-4904 359 7 mesh mesh NOUN fis-4904 359 8 size size NOUN fis-4904 359 9 would would AUX fis-4904 359 10 help help VERB fis-4904 359 11 to to PART fis-4904 359 12 capture capture VERB fis-4904 359 13 more more ADV fis-4904 359 14 accurate accurate ADJ fis-4904 359 15 damage damage NOUN fis-4904 359 16 propagation propagation NOUN fis-4904 359 17 in in ADP fis-4904 359 18 concrete concrete NOUN fis-4904 359 19 , , PUNCT fis-4904 359 20 however however ADV fis-4904 359 21 , , PUNCT fis-4904 359 22 it it PRON fis-4904 359 23 may may AUX fis-4904 359 24 need need VERB fis-4904 359 25 more more ADV fis-4904 359 26 computational computational ADJ fis-4904 359 27 time time NOUN fis-4904 359 28 . . PUNCT fis-4904 360 1 therefore therefore ADV fis-4904 360 2 , , PUNCT fis-4904 360 3 a a DET fis-4904 360 4 mesh mesh NOUN fis-4904 360 5 size size NOUN fis-4904 360 6 of of ADP fis-4904 360 7 10 10 NUM fis-4904 360 8 mm mm NOUN fis-4904 360 9 or or CCONJ fis-4904 360 10 larger large ADJ fis-4904 360 11 may may AUX fis-4904 360 12 be be AUX fis-4904 360 13 employed employ VERB fis-4904 360 14 to to PART fis-4904 360 15 estimate estimate VERB fis-4904 360 16 the the DET fis-4904 360 17 specimen speciman NOUN fis-4904 360 18 strength strength NOUN fis-4904 360 19 ( ( PUNCT fis-4904 360 20 i.e. i.e. X fis-4904 360 21 , , PUNCT fis-4904 360 22 peak peak ADJ fis-4904 360 23 stress stress NOUN fis-4904 360 24 ) ) PUNCT fis-4904 360 25 , , PUNCT fis-4904 360 26 as as ADP fis-4904 360 27 evident evident ADJ fis-4904 360 28 in in ADP fis-4904 360 29 fig fig NOUN fis-4904 360 30 . . PUNCT fis-4904 361 1 12 12 NUM fis-4904 361 2 , , PUNCT fis-4904 361 3 however however ADV fis-4904 361 4 a a DET fis-4904 361 5 finer fine ADJ fis-4904 361 6 mesh mesh NOUN fis-4904 361 7 is be AUX fis-4904 361 8 required require VERB fis-4904 361 9 to to PART fis-4904 361 10 analyze analyze VERB fis-4904 361 11 the the DET fis-4904 361 12 damage damage NOUN fis-4904 361 13 propagation propagation NOUN fis-4904 361 14 with with ADP fis-4904 361 15 high high ADJ fis-4904 361 16 computational computational ADJ fis-4904 361 17 time time NOUN fis-4904 361 18 . . PUNCT fis-4904 362 1 thus thus ADV fis-4904 362 2 , , PUNCT fis-4904 362 3 all all DET fis-4904 362 4 fem fem NOUN fis-4904 362 5 analyses analysis NOUN fis-4904 362 6 for for ADP fis-4904 362 7 all all DET fis-4904 362 8 reference reference NOUN fis-4904 362 9 specimens specimen NOUN fis-4904 362 10 were be AUX fis-4904 362 11 performed perform VERB fis-4904 362 12 with with ADP fis-4904 362 13 a a DET fis-4904 362 14 mesh mesh NOUN fis-4904 362 15 size size NOUN fis-4904 362 16 of of ADP fis-4904 362 17 10 10 NUM fis-4904 362 18 mm mm NOUN fis-4904 362 19 to to PART fis-4904 362 20 maintain maintain VERB fis-4904 362 21 uniformity uniformity NOUN fis-4904 362 22 of of ADP fis-4904 362 23 this this DET fis-4904 362 24 study study NOUN fis-4904 362 25 . . PUNCT fis-4904 363 1 figure figure NOUN fis-4904 363 2 12 12 NUM fis-4904 363 3 : : PUNCT fis-4904 363 4 fem fem NOUN fis-4904 363 5 mesh mesh NOUN fis-4904 363 6 sensitivity sensitivity NOUN fis-4904 363 7 analysis analysis NOUN fis-4904 363 8 . . PUNCT fis-4904 364 1 t t PROPN fis-4904 364 2 m. m. PROPN fis-4904 364 3 b. b. PROPN fis-4904 364 4 prince prince PROPN fis-4904 364 5 et et PROPN fis-4904 364 6 alii alii PROPN fis-4904 364 7 , , PUNCT fis-4904 364 8 frattura frattura PROPN fis-4904 364 9 ed ed PROPN fis-4904 364 10 integrità integrità PROPN fis-4904 364 11 strutturale strutturale PROPN fis-4904 364 12 , , PUNCT fis-4904 364 13 69 69 NUM fis-4904 364 14 ( ( PUNCT fis-4904 364 15 2024 2024 NUM fis-4904 364 16 ) ) PUNCT fis-4904 364 17 154 154 NUM fis-4904 364 18 - - SYM fis-4904 364 19 180 180 NUM fis-4904 364 20 ; ; PUNCT fis-4904 364 21 doi doi NOUN fis-4904 364 22 : : PUNCT fis-4904 364 23 10.3221 10.3221 NUM fis-4904 364 24 / / SYM fis-4904 364 25 igf igf PROPN fis-4904 364 26 - - PUNCT fis-4904 364 27 esis.69.12 esis.69.12 PROPN fis-4904 364 28 168 168 NUM fis-4904 364 29 ( ( PUNCT fis-4904 364 30 a a NOUN fis-4904 364 31 ) ) PUNCT fis-4904 364 32 ( ( PUNCT fis-4904 364 33 b b X fis-4904 364 34 ) ) PUNCT fis-4904 364 35 ( ( PUNCT fis-4904 364 36 c c X fis-4904 364 37 ) ) PUNCT fis-4904 364 38 ( ( PUNCT fis-4904 364 39 d d X fis-4904 364 40 ) ) PUNCT fis-4904 364 41 ( ( PUNCT fis-4904 364 42 e e NOUN fis-4904 364 43 ) ) PUNCT fis-4904 364 44 figure figure NOUN fis-4904 364 45 13 13 NUM fis-4904 364 46 : : PUNCT fis-4904 364 47 failure failure NOUN fis-4904 364 48 pattern pattern NOUN fis-4904 364 49 of of ADP fis-4904 364 50 reference reference NOUN fis-4904 364 51 specimen speciman NOUN fis-4904 364 52 c1r20 c1r20 VERB fis-4904 364 53 [ [ X fis-4904 364 54 21 21 NUM fis-4904 364 55 ] ] X fis-4904 364 56 ( ( PUNCT fis-4904 364 57 a a X fis-4904 364 58 ) ) PUNCT fis-4904 364 59 experimental experimental ADJ fis-4904 364 60 ( ( PUNCT fis-4904 364 61 schematic schematic ADJ fis-4904 364 62 ) ) PUNCT fis-4904 364 63 , , PUNCT fis-4904 364 64 ( ( PUNCT fis-4904 364 65 b b X fis-4904 364 66 ) ) PUNCT fis-4904 364 67 10 10 NUM fis-4904 364 68 mm mm NOUN fis-4904 364 69 mesh mesh NOUN fis-4904 364 70 , , PUNCT fis-4904 364 71 ( ( PUNCT fis-4904 364 72 c c NOUN fis-4904 364 73 ) ) PUNCT fis-4904 364 74 20 20 NUM fis-4904 364 75 mm mm NOUN fis-4904 364 76 mesh mesh NOUN fis-4904 364 77 ( ( PUNCT fis-4904 364 78 d d NOUN fis-4904 364 79 ) ) PUNCT fis-4904 364 80 30 30 NUM fis-4904 364 81 mm mm NOUN fis-4904 364 82 mesh mesh NOUN fis-4904 364 83 ( ( PUNCT fis-4904 364 84 e e NOUN fis-4904 364 85 ) ) PUNCT fis-4904 364 86 40 40 NUM fis-4904 364 87 mm mm NOUN fis-4904 364 88 mesh mesh NOUN fis-4904 364 89 . . PUNCT fis-4904 365 1 reference reference NOUN fis-4904 365 2 specimens specimen NOUN fis-4904 365 3 expected expect VERB fis-4904 365 4 to to PART fis-4904 365 5 have have VERB fis-4904 365 6 pullout pullout NOUN fis-4904 365 7 failure failure NOUN fis-4904 365 8 bond bond NOUN fis-4904 365 9 stress stress NOUN fis-4904 365 10 - - PUNCT fis-4904 365 11 slip slip NOUN fis-4904 365 12 behavior behavior NOUN fis-4904 365 13 fig fig NOUN fis-4904 365 14 . . PUNCT fis-4904 366 1 14 14 NUM fis-4904 366 2 shows show VERB fis-4904 366 3 the the DET fis-4904 366 4 experimental experimental ADJ fis-4904 366 5 and and CCONJ fis-4904 366 6 finite finite ADJ fis-4904 366 7 element element NOUN fis-4904 366 8 bond bond NOUN fis-4904 366 9 stress stress NOUN fis-4904 366 10 vs. vs. ADP fis-4904 366 11 slip slip NOUN fis-4904 366 12 behavior behavior NOUN fis-4904 366 13 of of ADP fis-4904 366 14 the the DET fis-4904 366 15 reference reference NOUN fis-4904 366 16 specimen speciman NOUN fis-4904 366 17 e1r16 e1r16 PRON fis-4904 366 18 , , PUNCT fis-4904 366 19 whose whose DET fis-4904 366 20 failure failure NOUN fis-4904 366 21 has have AUX fis-4904 366 22 been be AUX fis-4904 366 23 predicted predict VERB fis-4904 366 24 as as ADP fis-4904 366 25 pullout pullout NOUN fis-4904 366 26 failure failure NOUN fis-4904 366 27 . . PUNCT fis-4904 367 1 in in ADP fis-4904 367 2 the the DET fis-4904 367 3 finite finite ADJ fis-4904 367 4 element element NOUN fis-4904 367 5 analysis analysis NOUN fis-4904 367 6 , , PUNCT fis-4904 367 7 several several ADJ fis-4904 367 8 bond bond NOUN fis-4904 367 9 stress stress NOUN fis-4904 367 10 - - PUNCT fis-4904 367 11 to to ADP fis-4904 367 12 - - PUNCT fis-4904 367 13 slip slip NOUN fis-4904 367 14 relationships relationship NOUN fis-4904 367 15 , , PUNCT fis-4904 367 16 i.e. i.e. X fis-4904 367 17 , , PUNCT fis-4904 367 18 analytical analytical ADJ fis-4904 367 19 models model NOUN fis-4904 367 20 [ [ X fis-4904 367 21 2 2 NUM fis-4904 367 22 - - SYM fis-4904 367 23 6 6 NUM fis-4904 367 24 ] ] PUNCT fis-4904 367 25 , , PUNCT fis-4904 367 26 have have AUX fis-4904 367 27 been be AUX fis-4904 367 28 considered consider VERB fis-4904 367 29 , , PUNCT fis-4904 367 30 as as SCONJ fis-4904 367 31 discussed discuss VERB fis-4904 367 32 earlier early ADV fis-4904 367 33 . . PUNCT fis-4904 368 1 all all DET fis-4904 368 2 the the DET fis-4904 368 3 analytical analytical ADJ fis-4904 368 4 models model NOUN fis-4904 368 5 performed perform VERB fis-4904 368 6 well well ADV fis-4904 368 7 in in ADP fis-4904 368 8 predicting predict VERB fis-4904 368 9 the the DET fis-4904 368 10 bond bond NOUN fis-4904 368 11 stress stress NOUN fis-4904 368 12 slip slip NOUN fis-4904 368 13 behavior behavior NOUN fis-4904 368 14 in in ADP fis-4904 368 15 the the DET fis-4904 368 16 elastic elastic ADJ fis-4904 368 17 regime regime NOUN fis-4904 368 18 . . PUNCT fis-4904 369 1 the the DET fis-4904 369 2 finite finite PROPN fis-4904 369 3 element element NOUN fis-4904 369 4 bond bond NOUN fis-4904 369 5 stress stress NOUN fis-4904 369 6 at at ADP fis-4904 369 7 peak peak NOUN fis-4904 369 8 resistance resistance NOUN fis-4904 369 9 showed show VERB fis-4904 369 10 0.6 0.6 NUM fis-4904 369 11 ~ ~ SYM fis-4904 369 12 3.3 3.3 NUM fis-4904 369 13 mpa mpa NOUN fis-4904 369 14 deviation deviation NOUN fis-4904 369 15 when when SCONJ fis-4904 369 16 compared compare VERB fis-4904 369 17 to to ADP fis-4904 369 18 the the DET fis-4904 369 19 experimental experimental ADJ fis-4904 369 20 result result NOUN fis-4904 369 21 . . PUNCT fis-4904 370 1 the the DET fis-4904 370 2 fem fem NOUN fis-4904 370 3 developed develop VERB fis-4904 370 4 using use VERB fis-4904 370 5 the the DET fis-4904 370 6 analytical analytical ADJ fis-4904 370 7 model model NOUN fis-4904 370 8 by by ADP fis-4904 370 9 strum strum NOUN fis-4904 370 10 and and CCONJ fis-4904 370 11 visintin visintin NOUN fis-4904 371 1 [ [ X fis-4904 371 2 3 3 NUM fis-4904 371 3 ] ] PUNCT fis-4904 371 4 showed show VERB fis-4904 371 5 the the DET fis-4904 371 6 most most ADV fis-4904 371 7 accurate accurate ADJ fis-4904 371 8 prediction prediction NOUN fis-4904 371 9 , , PUNCT fis-4904 371 10 i.e. i.e. X fis-4904 371 11 , , PUNCT fis-4904 371 12 96.7 96.7 NUM fis-4904 371 13 % % NOUN fis-4904 371 14 accuracy accuracy NOUN fis-4904 371 15 in in ADP fis-4904 371 16 predicting predict VERB fis-4904 371 17 maximum maximum ADJ fis-4904 371 18 bond bond NOUN fis-4904 371 19 stress stress NOUN fis-4904 371 20 when when SCONJ fis-4904 371 21 compared compare VERB fis-4904 371 22 to to ADP fis-4904 371 23 that that PRON fis-4904 371 24 of of ADP fis-4904 371 25 the the DET fis-4904 371 26 experimental experimental ADJ fis-4904 371 27 result result NOUN fis-4904 371 28 . . PUNCT fis-4904 372 1 however however ADV fis-4904 372 2 , , PUNCT fis-4904 372 3 much much ADJ fis-4904 372 4 deviation deviation NOUN fis-4904 372 5 has have AUX fis-4904 372 6 been be AUX fis-4904 372 7 found find VERB fis-4904 372 8 in in ADP fis-4904 372 9 the the DET fis-4904 372 10 post post ADJ fis-4904 372 11 - - ADJ fis-4904 372 12 peak peak ADJ fis-4904 372 13 regime regime NOUN fis-4904 372 14 , , PUNCT fis-4904 372 15 as as SCONJ fis-4904 372 16 evidenced evidence VERB fis-4904 372 17 by by ADP fis-4904 372 18 fig fig NOUN fis-4904 372 19 . . PUNCT fis-4904 373 1 14 14 NUM fis-4904 373 2 . . PUNCT fis-4904 374 1 figure figure NOUN fis-4904 374 2 14 14 NUM fis-4904 374 3 : : PUNCT fis-4904 374 4 bond bond NOUN fis-4904 374 5 stress stress NOUN fis-4904 374 6 vs vs ADP fis-4904 374 7 slip slip NOUN fis-4904 374 8 for for ADP fis-4904 374 9 reference reference NOUN fis-4904 374 10 specimen speciman NOUN fis-4904 374 11 e1r16 e1r16 VERB fis-4904 375 1 [ [ X fis-4904 375 2 21 21 NUM fis-4904 375 3 ] ] PUNCT fis-4904 375 4 . . PUNCT fis-4904 376 1 m. m. PROPN fis-4904 376 2 b. b. PROPN fis-4904 376 3 prince prince PROPN fis-4904 376 4 et et PROPN fis-4904 376 5 alii alii PROPN fis-4904 376 6 , , PUNCT fis-4904 376 7 frattura frattura PROPN fis-4904 376 8 ed ed PROPN fis-4904 376 9 integrità integrità PROPN fis-4904 376 10 strutturale strutturale PROPN fis-4904 376 11 , , PUNCT fis-4904 376 12 69 69 NUM fis-4904 376 13 ( ( PUNCT fis-4904 376 14 2024 2024 NUM fis-4904 376 15 ) ) PUNCT fis-4904 376 16 154 154 NUM fis-4904 376 17 - - SYM fis-4904 376 18 180 180 NUM fis-4904 376 19 ; ; PUNCT fis-4904 376 20 doi doi NOUN fis-4904 376 21 : : PUNCT fis-4904 376 22 10.3221 10.3221 NUM fis-4904 376 23 / / SYM fis-4904 376 24 igf igf PROPN fis-4904 376 25 - - PUNCT fis-4904 376 26 esis.69.12 esis.69.12 PROPN fis-4904 376 27 169 169 NUM fis-4904 376 28 the the DET fis-4904 376 29 fem fem NOUN fis-4904 376 30 developed develop VERB fis-4904 376 31 using use VERB fis-4904 376 32 analytical analytical ADJ fis-4904 376 33 models model NOUN fis-4904 376 34 by by ADP fis-4904 376 35 model model NOUN fis-4904 376 36 code code NOUN fis-4904 377 1 [ [ X fis-4904 377 2 2 2 NUM fis-4904 377 3 ] ] PUNCT fis-4904 377 4 and and CCONJ fis-4904 377 5 strum strum NOUN fis-4904 377 6 and and CCONJ fis-4904 377 7 visintin visintin NOUN fis-4904 377 8 [ [ X fis-4904 377 9 3 3 X fis-4904 377 10 ] ] PUNCT fis-4904 377 11 could could AUX fis-4904 377 12 resemble resemble VERB fis-4904 377 13 the the DET fis-4904 377 14 post post ADJ fis-4904 377 15 - - ADJ fis-4904 377 16 peak peak ADJ fis-4904 377 17 bond bond NOUN fis-4904 377 18 stress stress NOUN fis-4904 377 19 degradation degradation NOUN fis-4904 377 20 phenomenon phenomenon NOUN fis-4904 377 21 of of ADP fis-4904 377 22 the the DET fis-4904 377 23 reference reference NOUN fis-4904 377 24 test test NOUN fis-4904 377 25 specimen speciman NOUN fis-4904 377 26 . . PUNCT fis-4904 378 1 nevertheless nevertheless ADV fis-4904 378 2 , , PUNCT fis-4904 378 3 the the DET fis-4904 378 4 fem fem NOUN fis-4904 378 5 developed develop VERB fis-4904 378 6 using use VERB fis-4904 378 7 analytical analytical ADJ fis-4904 378 8 models model NOUN fis-4904 378 9 by by ADP fis-4904 378 10 esfahani esfahani NOUN fis-4904 378 11 and and CCONJ fis-4904 378 12 rangan rangan VERB fis-4904 378 13 [ [ X fis-4904 378 14 4 4 NUM fis-4904 378 15 ] ] PUNCT fis-4904 378 16 , , PUNCT fis-4904 378 17 harajli harajli PROPN fis-4904 378 18 et et PROPN fis-4904 378 19 al al PROPN fis-4904 378 20 . . PUNCT fis-4904 379 1 [ [ X fis-4904 379 2 5 5 NUM fis-4904 379 3 ] ] PUNCT fis-4904 379 4 , , PUNCT fis-4904 379 5 and and CCONJ fis-4904 379 6 huang huang PROPN fis-4904 379 7 et et PROPN fis-4904 379 8 al al PROPN fis-4904 379 9 . . PUNCT fis-4904 380 1 [ [ X fis-4904 380 2 6 6 NUM fis-4904 380 3 ] ] PUNCT fis-4904 380 4 did do AUX fis-4904 380 5 not not PART fis-4904 380 6 show show VERB fis-4904 380 7 the the DET fis-4904 380 8 stress stress NOUN fis-4904 380 9 degradation degradation NOUN fis-4904 380 10 phenomenon phenomenon NOUN fis-4904 380 11 that that PRON fis-4904 380 12 could could AUX fis-4904 380 13 be be AUX fis-4904 380 14 attributed attribute VERB fis-4904 380 15 to to ADP fis-4904 380 16 the the DET fis-4904 380 17 failure failure NOUN fis-4904 380 18 mechanism mechanism NOUN fis-4904 380 19 in in ADP fis-4904 380 20 the the DET fis-4904 380 21 fe fe NOUN fis-4904 380 22 analysis analysis NOUN fis-4904 380 23 which which PRON fis-4904 380 24 will will AUX fis-4904 380 25 be be AUX fis-4904 380 26 discussed discuss VERB fis-4904 380 27 in in ADP fis-4904 380 28 the the DET fis-4904 380 29 following follow VERB fis-4904 380 30 subsection subsection NOUN fis-4904 380 31 . . PUNCT fis-4904 381 1 failure failure NOUN fis-4904 381 2 modes mode VERB fis-4904 381 3 the the DET fis-4904 381 4 reference reference NOUN fis-4904 381 5 specimen speciman NOUN fis-4904 381 6 e1r16 e1r16 VERB fis-4904 382 1 [ [ X fis-4904 382 2 21 21 NUM fis-4904 382 3 ] ] PUNCT fis-4904 382 4 failed fail VERB fis-4904 382 5 at at ADP fis-4904 382 6 concrete concrete NOUN fis-4904 382 7 to to ADP fis-4904 382 8 reinforcement reinforcement NOUN fis-4904 382 9 bond bond NOUN fis-4904 382 10 in in ADP fis-4904 382 11 the the DET fis-4904 382 12 experiment experiment NOUN fis-4904 382 13 . . PUNCT fis-4904 383 1 in in ADP fis-4904 383 2 finite finite ADJ fis-4904 383 3 element element NOUN fis-4904 383 4 analysis analysis NOUN fis-4904 383 5 , , PUNCT fis-4904 383 6 two two NUM fis-4904 383 7 different different ADJ fis-4904 383 8 modes mode NOUN fis-4904 383 9 of of ADP fis-4904 383 10 failures failure NOUN fis-4904 383 11 , , PUNCT fis-4904 383 12 initial initial ADJ fis-4904 383 13 splitting splitting NOUN fis-4904 383 14 followed follow VERB fis-4904 383 15 by by ADP fis-4904 383 16 pullout pullout NOUN fis-4904 383 17 and and CCONJ fis-4904 383 18 steel steel NOUN fis-4904 383 19 yielding yield VERB fis-4904 383 20 have have AUX fis-4904 383 21 been be AUX fis-4904 383 22 observed observe VERB fis-4904 383 23 . . PUNCT fis-4904 384 1 in in ADP fis-4904 384 2 fe fe NOUN fis-4904 384 3 models model NOUN fis-4904 384 4 developed develop VERB fis-4904 384 5 using use VERB fis-4904 384 6 model model NOUN fis-4904 384 7 code code NOUN fis-4904 384 8 [ [ X fis-4904 384 9 2 2 NUM fis-4904 384 10 ] ] PUNCT fis-4904 384 11 and and CCONJ fis-4904 384 12 strum strum NOUN fis-4904 384 13 and and CCONJ fis-4904 384 14 visintin visintin NOUN fis-4904 384 15 [ [ X fis-4904 384 16 3 3 NUM fis-4904 384 17 ] ] PUNCT fis-4904 384 18 , , PUNCT fis-4904 384 19 failure failure NOUN fis-4904 384 20 was be AUX fis-4904 384 21 initiated initiate VERB fis-4904 384 22 by by ADP fis-4904 384 23 splitting splitting NOUN fis-4904 384 24 followed follow VERB fis-4904 384 25 by by ADP fis-4904 384 26 pullout pullout NOUN fis-4904 384 27 failure failure NOUN fis-4904 384 28 . . PUNCT fis-4904 385 1 for for ADP fis-4904 385 2 instance instance NOUN fis-4904 385 3 , , PUNCT fis-4904 385 4 the the DET fis-4904 385 5 failure failure NOUN fis-4904 385 6 mechanism mechanism NOUN fis-4904 385 7 of of ADP fis-4904 385 8 the the DET fis-4904 385 9 fe fe PROPN fis-4904 385 10 model model NOUN fis-4904 385 11 developed develop VERB fis-4904 385 12 using use VERB fis-4904 385 13 the the DET fis-4904 385 14 analytical analytical ADJ fis-4904 385 15 model model NOUN fis-4904 385 16 by by ADP fis-4904 385 17 strum strum NOUN fis-4904 385 18 and and CCONJ fis-4904 385 19 visintin visintin NOUN fis-4904 386 1 [ [ X fis-4904 386 2 3 3 X fis-4904 386 3 ] ] X fis-4904 386 4 at at ADP fis-4904 386 5 peak peak NOUN fis-4904 386 6 resistance resistance NOUN fis-4904 386 7 is be AUX fis-4904 386 8 illustrated illustrate VERB fis-4904 386 9 in in ADP fis-4904 386 10 fig fig NOUN fis-4904 386 11 . . PUNCT fis-4904 387 1 15 15 NUM fis-4904 387 2 ( ( PUNCT fis-4904 387 3 a)-(c a)-(c PROPN fis-4904 387 4 ) ) PUNCT fis-4904 387 5 . . PUNCT fis-4904 388 1 fig fig NOUN fis-4904 388 2 . . PUNCT fis-4904 389 1 15 15 NUM fis-4904 389 2 ( ( PUNCT fis-4904 389 3 a)-(b a)-(b NOUN fis-4904 389 4 ) ) PUNCT fis-4904 389 5 shows show VERB fis-4904 389 6 that that SCONJ fis-4904 389 7 the the DET fis-4904 389 8 surrounding surround VERB fis-4904 389 9 concrete concrete NOUN fis-4904 389 10 of of ADP fis-4904 389 11 the the DET fis-4904 389 12 bonded bond VERB fis-4904 389 13 region region NOUN fis-4904 389 14 nearly nearly ADV fis-4904 389 15 failed fail VERB fis-4904 389 16 due due ADP fis-4904 389 17 to to ADP fis-4904 389 18 tension tension NOUN fis-4904 389 19 at at ADP fis-4904 389 20 peak peak NOUN fis-4904 389 21 resistance resistance NOUN fis-4904 389 22 , , PUNCT fis-4904 389 23 as as SCONJ fis-4904 389 24 the the DET fis-4904 389 25 tension tension NOUN fis-4904 389 26 damage damage NOUN fis-4904 389 27 factor factor NOUN fis-4904 389 28 is be AUX fis-4904 389 29 very very ADV fis-4904 389 30 close close ADJ fis-4904 389 31 to to ADP fis-4904 389 32 unity unity NOUN fis-4904 389 33 ( ( PUNCT fis-4904 389 34 dt dt NOUN fis-4904 389 35 = = NOUN fis-4904 389 36 0.89 0.89 NUM fis-4904 389 37 ) ) PUNCT fis-4904 389 38 . . PUNCT fis-4904 390 1 meanwhile meanwhile ADV fis-4904 390 2 , , PUNCT fis-4904 390 3 the the DET fis-4904 390 4 scaler scaler ADJ fis-4904 390 5 stiffness stiffness NOUN fis-4904 390 6 degradation degradation NOUN fis-4904 390 7 ( ( PUNCT fis-4904 390 8 sdeg sdeg ADJ fis-4904 390 9 ) ) PUNCT fis-4904 390 10 variable variable NOUN fis-4904 390 11 of of ADP fis-4904 390 12 the the DET fis-4904 390 13 bonded bond VERB fis-4904 390 14 concrete concrete ADJ fis-4904 390 15 region region NOUN fis-4904 390 16 , , PUNCT fis-4904 390 17 as as SCONJ fis-4904 390 18 shown show VERB fis-4904 390 19 in in ADP fis-4904 390 20 fig fig NOUN fis-4904 390 21 . . PUNCT fis-4904 391 1 15 15 NUM fis-4904 391 2 ( ( PUNCT fis-4904 391 3 c c NOUN fis-4904 391 4 ) ) PUNCT fis-4904 391 5 , , PUNCT fis-4904 391 6 is be AUX fis-4904 391 7 found find VERB fis-4904 391 8 to to PART fis-4904 391 9 be be AUX fis-4904 391 10 0.85 0.85 NUM fis-4904 391 11 at at ADP fis-4904 391 12 peak peak NOUN fis-4904 391 13 , , PUNCT fis-4904 391 14 indicating indicate VERB fis-4904 391 15 that that SCONJ fis-4904 391 16 the the DET fis-4904 391 17 border border NOUN fis-4904 391 18 region region NOUN fis-4904 391 19 of of ADP fis-4904 391 20 the the DET fis-4904 391 21 concrete concrete NOUN fis-4904 391 22 is be AUX fis-4904 391 23 still still ADV fis-4904 391 24 not not PART fis-4904 391 25 damaged damage VERB fis-4904 391 26 completely completely ADV fis-4904 391 27 . . PUNCT fis-4904 392 1 therefore therefore ADV fis-4904 392 2 , , PUNCT fis-4904 392 3 pullout pullout NOUN fis-4904 392 4 failure failure NOUN fis-4904 392 5 has have AUX fis-4904 392 6 not not PART fis-4904 392 7 been be AUX fis-4904 392 8 stated state VERB fis-4904 392 9 at at ADP fis-4904 392 10 the the DET fis-4904 392 11 peak peak NOUN fis-4904 392 12 resistance resistance NOUN fis-4904 392 13 . . PUNCT fis-4904 393 1 furthermore furthermore ADV fis-4904 393 2 , , PUNCT fis-4904 393 3 the the DET fis-4904 393 4 contact contact NOUN fis-4904 393 5 status status NOUN fis-4904 393 6 of of ADP fis-4904 393 7 the the DET fis-4904 393 8 bonded bond VERB fis-4904 393 9 surface surface NOUN fis-4904 393 10 has have AUX fis-4904 393 11 been be AUX fis-4904 393 12 checked check VERB fis-4904 393 13 to to PART fis-4904 393 14 ensure ensure VERB fis-4904 393 15 the the DET fis-4904 393 16 failure failure NOUN fis-4904 393 17 mechanism mechanism NOUN fis-4904 393 18 was be AUX fis-4904 393 19 correct correct ADJ fis-4904 393 20 . . PUNCT fis-4904 394 1 at at ADP fis-4904 394 2 peak peak NOUN fis-4904 394 3 resistance resistance NOUN fis-4904 394 4 , , PUNCT fis-4904 394 5 where where SCONJ fis-4904 394 6 a a DET fis-4904 394 7 slip slip NOUN fis-4904 394 8 of of ADP fis-4904 394 9 1.28 1.28 NUM fis-4904 394 10 mm mm NOUN fis-4904 394 11 occurred occur VERB fis-4904 394 12 , , PUNCT fis-4904 394 13 both both CCONJ fis-4904 394 14 concrete concrete ADJ fis-4904 394 15 and and CCONJ fis-4904 394 16 rebar rebar ADJ fis-4904 394 17 regions region NOUN fis-4904 394 18 mostly mostly ADV fis-4904 394 19 bonded bond VERB fis-4904 394 20 with with ADP fis-4904 394 21 each each DET fis-4904 394 22 other other ADJ fis-4904 394 23 , , PUNCT fis-4904 394 24 as as SCONJ fis-4904 394 25 shown show VERB fis-4904 394 26 in in ADP fis-4904 394 27 fig fig NOUN fis-4904 394 28 . . PUNCT fis-4904 395 1 16 16 NUM fis-4904 395 2 . . PUNCT fis-4904 396 1 however however ADV fis-4904 396 2 , , PUNCT fis-4904 396 3 at at ADP fis-4904 396 4 the the DET fis-4904 396 5 final final ADJ fis-4904 396 6 loading loading NOUN fis-4904 396 7 stage stage NOUN fis-4904 396 8 , , PUNCT fis-4904 396 9 i.e. i.e. X fis-4904 396 10 , , PUNCT fis-4904 396 11 a a DET fis-4904 396 12 slip slip NOUN fis-4904 396 13 of of ADP fis-4904 396 14 14.79 14.79 NUM fis-4904 396 15 mm mm NOUN fis-4904 396 16 , , PUNCT fis-4904 396 17 the the DET fis-4904 396 18 bonded bond VERB fis-4904 396 19 portion portion NOUN fis-4904 396 20 of of ADP fis-4904 396 21 rebar rebar NOUN fis-4904 396 22 has have AUX fis-4904 396 23 started start VERB fis-4904 396 24 to to PART fis-4904 396 25 slide slide VERB fis-4904 396 26 over over ADP fis-4904 396 27 concrete concrete NOUN fis-4904 396 28 , , PUNCT fis-4904 396 29 and and CCONJ fis-4904 396 30 some some DET fis-4904 396 31 regions region NOUN fis-4904 396 32 have have AUX fis-4904 396 33 not not PART fis-4904 396 34 been be AUX fis-4904 396 35 in in ADP fis-4904 396 36 contact contact NOUN fis-4904 396 37 with with ADP fis-4904 396 38 each each DET fis-4904 396 39 other other ADJ fis-4904 396 40 , , PUNCT fis-4904 396 41 which which PRON fis-4904 396 42 indicates indicate VERB fis-4904 396 43 a a DET fis-4904 396 44 partial partial ADJ fis-4904 396 45 pullout pullout NOUN fis-4904 396 46 failure failure NOUN fis-4904 396 47 at at ADP fis-4904 396 48 the the DET fis-4904 396 49 end end NOUN fis-4904 396 50 stage stage NOUN fis-4904 396 51 . . PUNCT fis-4904 397 1 in in ADP fis-4904 397 2 addition addition NOUN fis-4904 397 3 , , PUNCT fis-4904 397 4 stresses stress VERB fis-4904 397 5 on on ADP fis-4904 397 6 pulled pull VERB fis-4904 397 7 reinforcement reinforcement NOUN fis-4904 397 8 have have AUX fis-4904 397 9 been be AUX fis-4904 397 10 checked check VERB fis-4904 397 11 to to PART fis-4904 397 12 confirm confirm VERB fis-4904 397 13 that that SCONJ fis-4904 397 14 they they PRON fis-4904 397 15 do do AUX fis-4904 397 16 not not PART fis-4904 397 17 have have VERB fis-4904 397 18 steel steel NOUN fis-4904 397 19 yielding yield VERB fis-4904 397 20 . . PUNCT fis-4904 398 1 von von PROPN fis-4904 398 2 mises mises PROPN fis-4904 398 3 ' ' PART fis-4904 398 4 stress stress NOUN fis-4904 398 5 output output NOUN fis-4904 398 6 is be AUX fis-4904 398 7 shown show VERB fis-4904 398 8 in in ADP fis-4904 398 9 fig fig NOUN fis-4904 398 10 . . PUNCT fis-4904 399 1 17 17 NUM fis-4904 399 2 . . PUNCT fis-4904 400 1 it it PRON fis-4904 400 2 is be AUX fis-4904 400 3 evident evident ADJ fis-4904 400 4 that that SCONJ fis-4904 400 5 the the DET fis-4904 400 6 pulled pull VERB fis-4904 400 7 reinforcement reinforcement NOUN fis-4904 400 8 in in ADP fis-4904 400 9 the the DET fis-4904 400 10 fem fem NOUN fis-4904 400 11 , , PUNCT fis-4904 400 12 developed develop VERB fis-4904 400 13 using use VERB fis-4904 400 14 the the DET fis-4904 400 15 analytical analytical ADJ fis-4904 400 16 model model NOUN fis-4904 400 17 by by ADP fis-4904 400 18 strum strum NOUN fis-4904 400 19 and and CCONJ fis-4904 400 20 visintin visintin NOUN fis-4904 400 21 [ [ X fis-4904 400 22 3 3 NUM fis-4904 400 23 ] ] PUNCT fis-4904 400 24 , , PUNCT fis-4904 400 25 has have AUX fis-4904 400 26 yet yet ADV fis-4904 400 27 to to PART fis-4904 400 28 yield yield VERB fis-4904 400 29 as as SCONJ fis-4904 400 30 maximum maximum ADJ fis-4904 400 31 mises mise NOUN fis-4904 400 32 stress stress VERB fis-4904 400 33 (= (= ADV fis-4904 400 34 204 204 NUM fis-4904 400 35 mpa mpa NOUN fis-4904 400 36 ) ) PUNCT fis-4904 400 37 is be AUX fis-4904 400 38 less less ADJ fis-4904 400 39 than than SCONJ fis-4904 400 40 yield yield VERB fis-4904 400 41 strength strength NOUN fis-4904 400 42 (= (= PROPN fis-4904 400 43 471 471 NUM fis-4904 400 44 mpa mpa PROPN fis-4904 400 45 ) ) PUNCT fis-4904 400 46 . . PUNCT fis-4904 401 1 therefore therefore ADV fis-4904 401 2 , , PUNCT fis-4904 401 3 the the DET fis-4904 401 4 failure failure NOUN fis-4904 401 5 pattern pattern NOUN fis-4904 401 6 has have AUX fis-4904 401 7 been be AUX fis-4904 401 8 initiated initiate VERB fis-4904 401 9 by by ADP fis-4904 401 10 splitting splitting NOUN fis-4904 401 11 and and CCONJ fis-4904 401 12 followed follow VERB fis-4904 401 13 by by ADP fis-4904 401 14 partial partial ADJ fis-4904 401 15 pullout.in pullout.in PROPN fis-4904 401 16 other other ADJ fis-4904 401 17 fe fe NOUN fis-4904 401 18 models model NOUN fis-4904 401 19 , , PUNCT fis-4904 401 20 developed develop VERB fis-4904 401 21 using use VERB fis-4904 401 22 esfahani esfahani NOUN fis-4904 401 23 and and CCONJ fis-4904 401 24 rangan rangan VERB fis-4904 401 25 [ [ X fis-4904 401 26 4 4 NUM fis-4904 401 27 ] ] PUNCT fis-4904 401 28 , , PUNCT fis-4904 401 29 harajli harajli PROPN fis-4904 401 30 et et PROPN fis-4904 401 31 al al PROPN fis-4904 401 32 . . PUNCT fis-4904 402 1 [ [ X fis-4904 402 2 5 5 NUM fis-4904 402 3 ] ] PUNCT fis-4904 402 4 , , PUNCT fis-4904 402 5 and and CCONJ fis-4904 402 6 huang huang PROPN fis-4904 402 7 et et PROPN fis-4904 402 8 al al PROPN fis-4904 402 9 . . PUNCT fis-4904 403 1 [ [ X fis-4904 403 2 6 6 NUM fis-4904 403 3 ] ] PUNCT fis-4904 403 4 , , PUNCT fis-4904 403 5 pulled pull VERB fis-4904 403 6 reinforcement reinforcement NOUN fis-4904 403 7 yielded yield VERB fis-4904 403 8 at at ADP fis-4904 403 9 peak peak NOUN fis-4904 403 10 . . PUNCT fis-4904 404 1 for for ADP fis-4904 404 2 instance instance NOUN fis-4904 404 3 , , PUNCT fis-4904 404 4 mises mises PROPN fis-4904 404 5 ' ' PART fis-4904 404 6 stress stress NOUN fis-4904 404 7 of of ADP fis-4904 404 8 the the DET fis-4904 404 9 reinforcement reinforcement NOUN fis-4904 404 10 in in ADP fis-4904 404 11 the the DET fis-4904 404 12 fe fe NOUN fis-4904 404 13 models model NOUN fis-4904 404 14 , , PUNCT fis-4904 404 15 developed develop VERB fis-4904 404 16 using use VERB fis-4904 404 17 analytical analytical ADJ fis-4904 404 18 models model NOUN fis-4904 404 19 by by ADP fis-4904 404 20 esfahani esfahani NOUN fis-4904 404 21 and and CCONJ fis-4904 404 22 rangan rangan VERB fis-4904 404 23 [ [ X fis-4904 404 24 4 4 NUM fis-4904 404 25 ] ] PUNCT fis-4904 404 26 , , PUNCT fis-4904 404 27 harajli harajli PROPN fis-4904 404 28 et et PROPN fis-4904 404 29 al al PROPN fis-4904 404 30 . . PUNCT fis-4904 405 1 [ [ X fis-4904 405 2 5 5 NUM fis-4904 405 3 ] ] PUNCT fis-4904 405 4 , , PUNCT fis-4904 405 5 and and CCONJ fis-4904 405 6 huang huang PROPN fis-4904 405 7 et et PROPN fis-4904 405 8 al al PROPN fis-4904 405 9 . . PUNCT fis-4904 406 1 [ [ X fis-4904 406 2 6 6 NUM fis-4904 406 3 ] ] PUNCT fis-4904 406 4 , , PUNCT fis-4904 406 5 has have AUX fis-4904 406 6 found find VERB fis-4904 406 7 491 491 NUM fis-4904 406 8 mpa mpa NOUN fis-4904 406 9 , , PUNCT fis-4904 406 10 491 491 NUM fis-4904 406 11 mpa mpa NOUN fis-4904 406 12 , , PUNCT fis-4904 406 13 and and CCONJ fis-4904 406 14 474 474 NUM fis-4904 406 15 mpa mpa NOUN fis-4904 406 16 , , PUNCT fis-4904 406 17 respectively respectively ADV fis-4904 406 18 , , PUNCT fis-4904 406 19 which which PRON fis-4904 406 20 is be AUX fis-4904 406 21 greater great ADJ fis-4904 406 22 than than ADP fis-4904 406 23 the the DET fis-4904 406 24 yield yield NOUN fis-4904 406 25 stress stress NOUN fis-4904 406 26 (= (= ADV fis-4904 406 27 471 471 NUM fis-4904 406 28 mpa mpa NOUN fis-4904 406 29 ) ) PUNCT fis-4904 406 30 of of ADP fis-4904 406 31 the the DET fis-4904 406 32 reference reference NOUN fis-4904 406 33 specimen speciman NOUN fis-4904 406 34 . . PUNCT fis-4904 407 1 it it PRON fis-4904 407 2 is be AUX fis-4904 407 3 to to PART fis-4904 407 4 be be AUX fis-4904 407 5 noted note VERB fis-4904 407 6 that that SCONJ fis-4904 407 7 due due ADP fis-4904 407 8 to to ADP fis-4904 407 9 the the DET fis-4904 407 10 idealization idealization NOUN fis-4904 407 11 of of ADP fis-4904 407 12 the the DET fis-4904 407 13 tensile tensile NOUN fis-4904 407 14 behavior behavior NOUN fis-4904 407 15 of of ADP fis-4904 407 16 steel steel NOUN fis-4904 407 17 , , PUNCT fis-4904 407 18 i.e. i.e. X fis-4904 407 19 , , PUNCT fis-4904 407 20 the the DET fis-4904 407 21 bilinear bilinear PROPN fis-4904 407 22 relationship relationship NOUN fis-4904 407 23 bond bond NOUN fis-4904 407 24 stresses stress NOUN fis-4904 407 25 did do AUX fis-4904 407 26 not not PART fis-4904 407 27 show show VERB fis-4904 407 28 any any DET fis-4904 407 29 degradation degradation NOUN fis-4904 407 30 , , PUNCT fis-4904 407 31 as as SCONJ fis-4904 407 32 mentioned mention VERB fis-4904 407 33 in in ADP fis-4904 407 34 the the DET fis-4904 407 35 earlier early ADJ fis-4904 407 36 subsection subsection NOUN fis-4904 407 37 . . PUNCT fis-4904 408 1 ( ( PUNCT fis-4904 408 2 a a X fis-4904 408 3 ) ) PUNCT fis-4904 408 4 ( ( PUNCT fis-4904 408 5 b b X fis-4904 408 6 ) ) PUNCT fis-4904 408 7 ( ( PUNCT fis-4904 408 8 c c X fis-4904 408 9 ) ) PUNCT fis-4904 408 10 figure figure NOUN fis-4904 408 11 15 15 NUM fis-4904 408 12 : : PUNCT fis-4904 408 13 pullout pullout NOUN fis-4904 408 14 failure failure NOUN fis-4904 408 15 pattern pattern NOUN fis-4904 408 16 of of ADP fis-4904 408 17 reference reference NOUN fis-4904 408 18 specimen speciman NOUN fis-4904 408 19 e1r16 e1r16 VERB fis-4904 409 1 [ [ X fis-4904 409 2 21 21 NUM fis-4904 409 3 ] ] X fis-4904 409 4 ( ( PUNCT fis-4904 409 5 a a X fis-4904 409 6 ) ) PUNCT fis-4904 409 7 experimental experimental ADJ fis-4904 409 8 ( ( PUNCT fis-4904 409 9 b b NOUN fis-4904 409 10 ) ) PUNCT fis-4904 409 11 damaget damaget NOUN fis-4904 409 12 output output NOUN fis-4904 409 13 of of ADP fis-4904 409 14 the the DET fis-4904 409 15 numerical numerical ADJ fis-4904 409 16 model model NOUN fis-4904 409 17 ( ( PUNCT fis-4904 409 18 c c NOUN fis-4904 409 19 ) ) PUNCT fis-4904 409 20 damaget damaget NOUN fis-4904 409 21 output output NOUN fis-4904 409 22 ( ( PUNCT fis-4904 409 23 d d NOUN fis-4904 409 24 ) ) PUNCT fis-4904 409 25 sdeg sdeg ADJ fis-4904 409 26 output output NOUN fis-4904 409 27 of of ADP fis-4904 409 28 concrete concrete ADJ fis-4904 409 29 - - PUNCT fis-4904 409 30 reinforcement reinforcement NOUN fis-4904 409 31 bonded bond VERB fis-4904 409 32 region region NOUN fis-4904 409 33 . . PUNCT fis-4904 410 1 m. m. PROPN fis-4904 410 2 b. b. PROPN fis-4904 410 3 prince prince PROPN fis-4904 410 4 et et PROPN fis-4904 410 5 alii alii PROPN fis-4904 410 6 , , PUNCT fis-4904 410 7 frattura frattura PROPN fis-4904 410 8 ed ed PROPN fis-4904 410 9 integrità integrità PROPN fis-4904 410 10 strutturale strutturale PROPN fis-4904 410 11 , , PUNCT fis-4904 410 12 69 69 NUM fis-4904 410 13 ( ( PUNCT fis-4904 410 14 2024 2024 NUM fis-4904 410 15 ) ) PUNCT fis-4904 410 16 154 154 NUM fis-4904 410 17 - - SYM fis-4904 410 18 180 180 NUM fis-4904 410 19 ; ; PUNCT fis-4904 410 20 doi doi NOUN fis-4904 410 21 : : PUNCT fis-4904 410 22 10.3221 10.3221 NUM fis-4904 410 23 / / SYM fis-4904 410 24 igf igf PROPN fis-4904 410 25 - - PUNCT fis-4904 410 26 esis.69.12 esis.69.12 PROPN fis-4904 410 27 170 170 NUM fis-4904 410 28 figure figure NOUN fis-4904 410 29 16 16 NUM fis-4904 410 30 : : PUNCT fis-4904 410 31 contact contact NOUN fis-4904 410 32 status status NOUN fis-4904 410 33 of of ADP fis-4904 410 34 bonded bond VERB fis-4904 410 35 region region NOUN fis-4904 410 36 of of ADP fis-4904 410 37 concrete concrete ADJ fis-4904 410 38 - - PUNCT fis-4904 410 39 reinforcement reinforcement NOUN fis-4904 410 40 of of ADP fis-4904 410 41 reference reference NOUN fis-4904 410 42 specimen speciman NOUN fis-4904 410 43 e1r16 e1r16 AUX fis-4904 410 44 . . PUNCT fis-4904 411 1 figure figure NOUN fis-4904 411 2 17 17 NUM fis-4904 411 3 : : PUNCT fis-4904 411 4 fem fem PROPN fis-4904 411 5 von von PROPN fis-4904 411 6 mises mises PROPN fis-4904 411 7 stresses stress NOUN fis-4904 411 8 of of ADP fis-4904 411 9 reference reference NOUN fis-4904 411 10 specimen speciman NOUN fis-4904 411 11 e1r16 e1r16 VERB fis-4904 412 1 [ [ X fis-4904 412 2 21 21 NUM fis-4904 412 3 ] ] X fis-4904 412 4 using use VERB fis-4904 412 5 equation equation NOUN fis-4904 412 6 of of ADP fis-4904 412 7 strum strum NOUN fis-4904 412 8 and and CCONJ fis-4904 412 9 visintin visintin PROPN fis-4904 412 10 . . PUNCT fis-4904 413 1 figure figure NOUN fis-4904 413 2 18 18 NUM fis-4904 413 3 : : PUNCT fis-4904 413 4 bond bond NOUN fis-4904 413 5 stress stress NOUN fis-4904 413 6 vs vs ADP fis-4904 413 7 slip slip NOUN fis-4904 413 8 for for ADP fis-4904 413 9 reference reference NOUN fis-4904 413 10 specimen speciman NOUN fis-4904 413 11 c1r20 c1r20 VERB fis-4904 413 12 [ [ X fis-4904 413 13 21 21 NUM fis-4904 413 14 ] ] PUNCT fis-4904 413 15 . . PUNCT fis-4904 414 1 reference reference NOUN fis-4904 414 2 specimens specimen NOUN fis-4904 414 3 expected expect VERB fis-4904 414 4 to to PART fis-4904 414 5 have have VERB fis-4904 414 6 splitting splitting NOUN fis-4904 414 7 or or CCONJ fis-4904 414 8 splitting splitting NOUN fis-4904 414 9 - - PUNCT fis-4904 414 10 pullout pullout NOUN fis-4904 414 11 failure failure NOUN fis-4904 414 12 bond bond NOUN fis-4904 414 13 stress stress NOUN fis-4904 414 14 - - PUNCT fis-4904 414 15 slip slip NOUN fis-4904 414 16 behavior behavior NOUN fis-4904 414 17 fig fig NOUN fis-4904 414 18 . . PUNCT fis-4904 415 1 18 18 NUM fis-4904 415 2 shows show VERB fis-4904 415 3 the the DET fis-4904 415 4 experimental experimental ADJ fis-4904 415 5 and and CCONJ fis-4904 415 6 finite finite ADJ fis-4904 415 7 bond bond NOUN fis-4904 415 8 stress stress NOUN fis-4904 415 9 vs. vs. ADP fis-4904 415 10 slip slip NOUN fis-4904 415 11 behavior behavior NOUN fis-4904 415 12 of of ADP fis-4904 415 13 the the DET fis-4904 415 14 reference reference NOUN fis-4904 415 15 specimen speciman NOUN fis-4904 415 16 c1r20 c1r20 VERB fis-4904 415 17 , , PUNCT fis-4904 415 18 whose whose DET fis-4904 415 19 failure failure NOUN fis-4904 415 20 has have AUX fis-4904 415 21 been be AUX fis-4904 415 22 predicted predict VERB fis-4904 415 23 as as ADP fis-4904 415 24 splitting splitting NOUN fis-4904 415 25 or or CCONJ fis-4904 415 26 splitting splitting NOUN fis-4904 415 27 - - PUNCT fis-4904 415 28 pullout pullout NOUN fis-4904 415 29 failure failure NOUN fis-4904 415 30 . . PUNCT fis-4904 416 1 suitable suitable ADJ fis-4904 416 2 analytical analytical ADJ fis-4904 416 3 models model NOUN fis-4904 416 4 [ [ X fis-4904 416 5 2 2 NUM fis-4904 416 6 , , PUNCT fis-4904 416 7 3 3 NUM fis-4904 416 8 , , PUNCT fis-4904 416 9 5 5 NUM fis-4904 416 10 , , PUNCT fis-4904 416 11 7 7 NUM fis-4904 416 12 , , PUNCT fis-4904 416 13 8 8 NUM fis-4904 416 14 ] ] PUNCT fis-4904 416 15 have have AUX fis-4904 416 16 been be AUX fis-4904 416 17 considered consider VERB fis-4904 416 18 to to PART fis-4904 416 19 determine determine VERB fis-4904 416 20 several several ADJ fis-4904 416 21 bond bond NOUN fis-4904 416 22 stress stress NOUN fis-4904 416 23 - - PUNCT fis-4904 416 24 to to ADP fis-4904 416 25 - - PUNCT fis-4904 416 26 slip slip NOUN fis-4904 416 27 relationships relationship NOUN fis-4904 416 28 for for ADP fis-4904 416 29 performing perform VERB fis-4904 416 30 finite finite ADJ fis-4904 416 31 element element NOUN fis-4904 416 32 analysis analysis NOUN fis-4904 416 33 . . PUNCT fis-4904 417 1 it it PRON fis-4904 417 2 is be AUX fis-4904 417 3 evident evident ADJ fis-4904 417 4 that that SCONJ fis-4904 417 5 the the DET fis-4904 417 6 analytical analytical ADJ fis-4904 417 7 models model NOUN fis-4904 417 8 accurately accurately ADV fis-4904 417 9 predicted predict VERB fis-4904 417 10 bond bond NOUN fis-4904 417 11 stress stress NOUN fis-4904 417 12 to to PART fis-4904 417 13 slip slip VERB fis-4904 417 14 behavior behavior NOUN fis-4904 417 15 in in ADP fis-4904 417 16 the the DET fis-4904 417 17 elastic elastic ADJ fis-4904 417 18 region region NOUN fis-4904 417 19 . . PUNCT fis-4904 418 1 however however ADV fis-4904 418 2 , , PUNCT fis-4904 418 3 the the DET fis-4904 418 4 finite finite PROPN fis-4904 418 5 element element NOUN fis-4904 418 6 bond bond NOUN fis-4904 418 7 stress stress NOUN fis-4904 418 8 at at ADP fis-4904 418 9 the the DET fis-4904 418 10 peak peak NOUN fis-4904 418 11 showed show VERB fis-4904 418 12 a a DET fis-4904 418 13 5.52 5.52 NUM fis-4904 418 14 ~ ~ PUNCT fis-4904 418 15 10.46 10.46 NUM fis-4904 418 16 mpa mpa NOUN fis-4904 418 17 deviation deviation NOUN fis-4904 418 18 when when SCONJ fis-4904 418 19 compared compare VERB fis-4904 418 20 to to ADP fis-4904 418 21 the the DET fis-4904 418 22 experimental experimental ADJ fis-4904 418 23 result result NOUN fis-4904 418 24 . . PUNCT fis-4904 419 1 the the DET fis-4904 419 2 fem fem NOUN fis-4904 419 3 developed develop VERB fis-4904 419 4 using use VERB fis-4904 419 5 the the DET fis-4904 419 6 m. m. NOUN fis-4904 419 7 b. b. PROPN fis-4904 419 8 prince prince PROPN fis-4904 419 9 et et PROPN fis-4904 419 10 alii alii PROPN fis-4904 419 11 , , PUNCT fis-4904 419 12 frattura frattura PROPN fis-4904 419 13 ed ed PROPN fis-4904 419 14 integrità integrità PROPN fis-4904 419 15 strutturale strutturale PROPN fis-4904 419 16 , , PUNCT fis-4904 419 17 69 69 NUM fis-4904 419 18 ( ( PUNCT fis-4904 419 19 2024 2024 NUM fis-4904 419 20 ) ) PUNCT fis-4904 419 21 154 154 NUM fis-4904 419 22 - - SYM fis-4904 419 23 180 180 NUM fis-4904 419 24 ; ; PUNCT fis-4904 419 25 doi doi NOUN fis-4904 419 26 : : PUNCT fis-4904 419 27 10.3221 10.3221 NUM fis-4904 419 28 / / SYM fis-4904 419 29 igf igf PROPN fis-4904 419 30 - - PUNCT fis-4904 419 31 esis.69.12 esis.69.12 PROPN fis-4904 419 32 171 171 NUM fis-4904 419 33 analytical analytical ADJ fis-4904 419 34 model model NOUN fis-4904 419 35 by by ADP fis-4904 419 36 harajli harajli PROPN fis-4904 419 37 et et PROPN fis-4904 419 38 al al PROPN fis-4904 419 39 . . PUNCT fis-4904 420 1 [ [ X fis-4904 420 2 5 5 NUM fis-4904 420 3 ] ] PUNCT fis-4904 420 4 showed show VERB fis-4904 420 5 the the DET fis-4904 420 6 closest close ADJ fis-4904 420 7 prediction prediction NOUN fis-4904 420 8 , , PUNCT fis-4904 420 9 i.e. i.e. X fis-4904 420 10 , , PUNCT fis-4904 420 11 68.4 68.4 NUM fis-4904 420 12 % % NOUN fis-4904 420 13 accuracy accuracy NOUN fis-4904 420 14 in in ADP fis-4904 420 15 predicting predict VERB fis-4904 420 16 maximum maximum ADJ fis-4904 420 17 bond bond NOUN fis-4904 420 18 stress stress NOUN fis-4904 420 19 when when SCONJ fis-4904 420 20 compared compare VERB fis-4904 420 21 to to ADP fis-4904 420 22 that that PRON fis-4904 420 23 of of ADP fis-4904 420 24 the the DET fis-4904 420 25 experimental experimental ADJ fis-4904 420 26 result result NOUN fis-4904 420 27 . . PUNCT fis-4904 421 1 therefore therefore ADV fis-4904 421 2 , , PUNCT fis-4904 421 3 this this DET fis-4904 421 4 numerical numerical ADJ fis-4904 421 5 modeling modeling NOUN fis-4904 421 6 method method NOUN fis-4904 421 7 has have AUX fis-4904 421 8 not not PART fis-4904 421 9 accurately accurately ADV fis-4904 421 10 predicted predict VERB fis-4904 421 11 the the DET fis-4904 421 12 maximum maximum ADJ fis-4904 421 13 bond bond NOUN fis-4904 421 14 stress stress NOUN fis-4904 421 15 of of ADP fis-4904 421 16 reference reference NOUN fis-4904 421 17 specimens specimen VERB fis-4904 421 18 with with ADP fis-4904 421 19 splitting splitting NOUN fis-4904 421 20 failure failure NOUN fis-4904 421 21 . . PUNCT fis-4904 422 1 the the DET fis-4904 422 2 probable probable ADJ fis-4904 422 3 reason reason NOUN fis-4904 422 4 for for ADP fis-4904 422 5 this this DET fis-4904 422 6 underestimation underestimation NOUN fis-4904 422 7 of of ADP fis-4904 422 8 fem fem PROPN fis-4904 422 9 maximum maximum PROPN fis-4904 422 10 bond bond NOUN fis-4904 422 11 stress stress NOUN fis-4904 422 12 will will AUX fis-4904 422 13 be be AUX fis-4904 422 14 discussed discuss VERB fis-4904 422 15 in in ADP fis-4904 422 16 the the DET fis-4904 422 17 following follow VERB fis-4904 422 18 subsection subsection NOUN fis-4904 422 19 . . PUNCT fis-4904 423 1 the the DET fis-4904 423 2 proposed propose VERB fis-4904 423 3 modeling modeling NOUN fis-4904 423 4 strategy strategy NOUN fis-4904 423 5 could could AUX fis-4904 423 6 not not PART fis-4904 423 7 differentiate differentiate VERB fis-4904 423 8 between between ADP fis-4904 423 9 splitting splitting NOUN fis-4904 423 10 and and CCONJ fis-4904 423 11 splitting splitting NOUN fis-4904 423 12 - - PUNCT fis-4904 423 13 pullout pullout NOUN fis-4904 423 14 failure failure NOUN fis-4904 423 15 . . PUNCT fis-4904 424 1 however however ADV fis-4904 424 2 , , PUNCT fis-4904 424 3 a a DET fis-4904 424 4 tiny tiny ADJ fis-4904 424 5 softening soften VERB fis-4904 424 6 region region NOUN fis-4904 424 7 of of ADP fis-4904 424 8 the the DET fis-4904 424 9 bond bond NOUN fis-4904 424 10 - - PUNCT fis-4904 424 11 slip slip NOUN fis-4904 424 12 curve curve NOUN fis-4904 424 13 has have AUX fis-4904 424 14 been be AUX fis-4904 424 15 found find VERB fis-4904 424 16 after after ADP fis-4904 424 17 running run VERB fis-4904 424 18 a a DET fis-4904 424 19 single single ADJ fis-4904 424 20 analysis analysis NOUN fis-4904 424 21 . . PUNCT fis-4904 425 1 this this DET fis-4904 425 2 small small ADJ fis-4904 425 3 softening soften VERB fis-4904 425 4 region region NOUN fis-4904 425 5 indicated indicate VERB fis-4904 425 6 that that SCONJ fis-4904 425 7 the the DET fis-4904 425 8 reference reference NOUN fis-4904 425 9 specimen speciman NOUN fis-4904 425 10 showed show VERB fis-4904 425 11 only only ADV fis-4904 425 12 splitting splitting NOUN fis-4904 425 13 failure failure NOUN fis-4904 425 14 . . PUNCT fis-4904 426 1 therefore therefore ADV fis-4904 426 2 , , PUNCT fis-4904 426 3 running run VERB fis-4904 426 4 an an DET fis-4904 426 5 analysis analysis NOUN fis-4904 426 6 with with ADP fis-4904 426 7 a a DET fis-4904 426 8 lower low ADJ fis-4904 426 9 plastic plastic ADJ fis-4904 426 10 deformation deformation NOUN fis-4904 426 11 value value NOUN fis-4904 426 12 ( ( PUNCT fis-4904 426 13 i.e. i.e. X fis-4904 426 14 , , PUNCT fis-4904 426 15 1 1 NUM fis-4904 426 16 mm mm NOUN fis-4904 426 17 in in ADP fis-4904 426 18 this this DET fis-4904 426 19 study study NOUN fis-4904 426 20 ) ) PUNCT fis-4904 426 21 would would AUX fis-4904 426 22 be be AUX fis-4904 426 23 better well ADJ fis-4904 426 24 and and CCONJ fis-4904 426 25 less less ADJ fis-4904 426 26 time time NOUN fis-4904 426 27 - - PUNCT fis-4904 426 28 consuming consume VERB fis-4904 426 29 . . PUNCT fis-4904 427 1 the the DET fis-4904 427 2 rest rest NOUN fis-4904 427 3 of of ADP fis-4904 427 4 the the DET fis-4904 427 5 analyses analysis NOUN fis-4904 427 6 for for ADP fis-4904 427 7 this this DET fis-4904 427 8 reference reference NOUN fis-4904 427 9 specimen speciman NOUN fis-4904 427 10 have have AUX fis-4904 427 11 been be AUX fis-4904 427 12 conducted conduct VERB fis-4904 427 13 for for ADP fis-4904 427 14 plastic plastic ADJ fis-4904 427 15 deformation deformation NOUN fis-4904 427 16 of of ADP fis-4904 427 17 1 1 NUM fis-4904 427 18 mm mm NOUN fis-4904 427 19 . . PUNCT fis-4904 428 1 however however ADV fis-4904 428 2 , , PUNCT fis-4904 428 3 if if SCONJ fis-4904 428 4 a a DET fis-4904 428 5 distinct distinct ADJ fis-4904 428 6 softening soften VERB fis-4904 428 7 region region NOUN fis-4904 428 8 is be AUX fis-4904 428 9 found find VERB fis-4904 428 10 , , PUNCT fis-4904 428 11 the the DET fis-4904 428 12 reference reference NOUN fis-4904 428 13 specimen speciman NOUN fis-4904 428 14 has have AUX fis-4904 428 15 been be AUX fis-4904 428 16 predicted predict VERB fis-4904 428 17 with with ADP fis-4904 428 18 splitting splitting NOUN fis-4904 428 19 - - PUNCT fis-4904 428 20 pullout pullout NOUN fis-4904 428 21 failure failure NOUN fis-4904 428 22 . . PUNCT fis-4904 429 1 failure failure NOUN fis-4904 429 2 modes mode VERB fis-4904 429 3 the the DET fis-4904 429 4 reference reference NOUN fis-4904 429 5 specimen speciman NOUN fis-4904 429 6 c1r20 c1r20 ADJ fis-4904 429 7 [ [ X fis-4904 429 8 21 21 NUM fis-4904 429 9 ] ] PUNCT fis-4904 429 10 failed fail VERB fis-4904 429 11 at at ADP fis-4904 429 12 concrete concrete ADJ fis-4904 429 13 splitting splitting NOUN fis-4904 429 14 in in ADP fis-4904 429 15 the the DET fis-4904 429 16 experiment experiment NOUN fis-4904 429 17 , , PUNCT fis-4904 429 18 as as SCONJ fis-4904 429 19 shown show VERB fis-4904 429 20 in in ADP fis-4904 429 21 fig fig NOUN fis-4904 429 22 . . PUNCT fis-4904 430 1 19 19 NUM fis-4904 430 2 ( ( PUNCT fis-4904 430 3 a a NOUN fis-4904 430 4 ) ) PUNCT fis-4904 430 5 . . PUNCT fis-4904 431 1 in in ADP fis-4904 431 2 fe fe NOUN fis-4904 431 3 models model NOUN fis-4904 431 4 developed develop VERB fis-4904 431 5 for for ADP fis-4904 431 6 all all DET fis-4904 431 7 analytical analytical ADJ fis-4904 431 8 models model NOUN fis-4904 431 9 [ [ X fis-4904 431 10 2 2 NUM fis-4904 431 11 , , PUNCT fis-4904 431 12 3 3 NUM fis-4904 431 13 , , PUNCT fis-4904 431 14 5 5 NUM fis-4904 431 15 , , PUNCT fis-4904 431 16 7 7 NUM fis-4904 431 17 , , PUNCT fis-4904 431 18 8 8 NUM fis-4904 431 19 ] ] PUNCT fis-4904 431 20 , , PUNCT fis-4904 431 21 failure failure NOUN fis-4904 431 22 has have AUX fis-4904 431 23 been be AUX fis-4904 431 24 initiated initiate VERB fis-4904 431 25 by by ADP fis-4904 431 26 splitting splitting NOUN fis-4904 431 27 followed follow VERB fis-4904 431 28 by by ADP fis-4904 431 29 pullout pullout NOUN fis-4904 431 30 failure failure NOUN fis-4904 431 31 . . PUNCT fis-4904 432 1 for for ADP fis-4904 432 2 instance instance NOUN fis-4904 432 3 , , PUNCT fis-4904 432 4 the the DET fis-4904 432 5 failure failure NOUN fis-4904 432 6 mechanism mechanism NOUN fis-4904 432 7 , , PUNCT fis-4904 432 8 at at ADP fis-4904 432 9 peak peak NOUN fis-4904 432 10 resistance resistance NOUN fis-4904 432 11 , , PUNCT fis-4904 432 12 of of ADP fis-4904 432 13 the the DET fis-4904 432 14 fe fe PROPN fis-4904 432 15 model model NOUN fis-4904 432 16 developed develop VERB fis-4904 432 17 using use VERB fis-4904 432 18 the the DET fis-4904 432 19 analytical analytical ADJ fis-4904 432 20 model model NOUN fis-4904 432 21 by by ADP fis-4904 432 22 harajli harajli PROPN fis-4904 432 23 et et PROPN fis-4904 432 24 al al PROPN fis-4904 432 25 . . PUNCT fis-4904 433 1 [ [ X fis-4904 433 2 5 5 NUM fis-4904 433 3 ] ] PUNCT fis-4904 433 4 is be AUX fis-4904 433 5 illustrated illustrate VERB fis-4904 433 6 in in ADP fis-4904 433 7 fig fig NOUN fis-4904 433 8 . . PUNCT fis-4904 434 1 19 19 NUM fis-4904 434 2 ( ( PUNCT fis-4904 434 3 b)-(c b)-(c PROPN fis-4904 434 4 ) ) PUNCT fis-4904 434 5 . . PUNCT fis-4904 435 1 fig fig NOUN fis-4904 435 2 . . PUNCT fis-4904 436 1 19 19 NUM fis-4904 436 2 ( ( PUNCT fis-4904 436 3 b b NOUN fis-4904 436 4 ) ) PUNCT fis-4904 436 5 shows show VERB fis-4904 436 6 the the DET fis-4904 436 7 concrete concrete ADJ fis-4904 436 8 face face NOUN fis-4904 436 9 splits split VERB fis-4904 436 10 , , PUNCT fis-4904 436 11 identical identical ADJ fis-4904 436 12 to to ADP fis-4904 436 13 the the DET fis-4904 436 14 experiment experiment NOUN fis-4904 436 15 shown show VERB fis-4904 436 16 in in ADP fis-4904 436 17 fig fig NOUN fis-4904 436 18 . . PUNCT fis-4904 437 1 19 19 NUM fis-4904 437 2 ( ( PUNCT fis-4904 437 3 a a NOUN fis-4904 437 4 ) ) PUNCT fis-4904 437 5 . . PUNCT fis-4904 438 1 fig fig NOUN fis-4904 438 2 . . PUNCT fis-4904 439 1 19 19 NUM fis-4904 439 2 ( ( PUNCT fis-4904 439 3 b b NOUN fis-4904 439 4 ) ) PUNCT fis-4904 439 5 shows show VERB fis-4904 439 6 that that SCONJ fis-4904 439 7 the the DET fis-4904 439 8 surrounding surround VERB fis-4904 439 9 concrete concrete NOUN fis-4904 439 10 of of ADP fis-4904 439 11 the the DET fis-4904 439 12 bonded bond VERB fis-4904 439 13 region region NOUN fis-4904 439 14 nearly nearly ADV fis-4904 439 15 failed fail VERB fis-4904 439 16 due due ADP fis-4904 439 17 to to ADP fis-4904 439 18 tension tension NOUN fis-4904 439 19 at at ADP fis-4904 439 20 maximum maximum ADJ fis-4904 439 21 bond bond NOUN fis-4904 439 22 stress stress NOUN fis-4904 439 23 , , PUNCT fis-4904 439 24 as as SCONJ fis-4904 439 25 the the DET fis-4904 439 26 tension tension NOUN fis-4904 439 27 damage damage NOUN fis-4904 439 28 factor factor NOUN fis-4904 439 29 is be AUX fis-4904 439 30 very very ADV fis-4904 439 31 close close ADJ fis-4904 439 32 to to ADP fis-4904 439 33 unity unity NOUN fis-4904 439 34 ( ( PUNCT fis-4904 439 35 dt dt NOUN fis-4904 439 36 = = NOUN fis-4904 439 37 0.89 0.89 NUM fis-4904 439 38 ) ) PUNCT fis-4904 439 39 . . PUNCT fis-4904 440 1 meanwhile meanwhile ADV fis-4904 440 2 , , PUNCT fis-4904 440 3 the the DET fis-4904 440 4 scaler scaler ADJ fis-4904 440 5 stiffness stiffness NOUN fis-4904 440 6 degradation degradation NOUN fis-4904 440 7 ( ( PUNCT fis-4904 440 8 sdeg sdeg ADJ fis-4904 440 9 ) ) PUNCT fis-4904 440 10 variable variable NOUN fis-4904 440 11 of of ADP fis-4904 440 12 the the DET fis-4904 440 13 bonded bond VERB fis-4904 440 14 concrete concrete ADJ fis-4904 440 15 region region NOUN fis-4904 440 16 , , PUNCT fis-4904 440 17 as as SCONJ fis-4904 440 18 shown show VERB fis-4904 440 19 in in ADP fis-4904 440 20 fig fig NOUN fis-4904 440 21 . . PUNCT fis-4904 441 1 19 19 NUM fis-4904 441 2 ( ( PUNCT fis-4904 441 3 c c NOUN fis-4904 441 4 ) ) PUNCT fis-4904 441 5 , , PUNCT fis-4904 441 6 was be AUX fis-4904 441 7 found find VERB fis-4904 441 8 to to PART fis-4904 441 9 be be AUX fis-4904 441 10 0.87 0.87 NUM fis-4904 441 11 at at ADP fis-4904 441 12 peak peak NOUN fis-4904 441 13 , , PUNCT fis-4904 441 14 indicating indicate VERB fis-4904 441 15 that that SCONJ fis-4904 441 16 the the DET fis-4904 441 17 border border NOUN fis-4904 441 18 region region NOUN fis-4904 441 19 of of ADP fis-4904 441 20 the the DET fis-4904 441 21 concrete concrete NOUN fis-4904 441 22 is be AUX fis-4904 441 23 still still ADV fis-4904 441 24 not not PART fis-4904 441 25 damaged damage VERB fis-4904 441 26 completely completely ADV fis-4904 441 27 . . PUNCT fis-4904 442 1 the the DET fis-4904 442 2 contact contact NOUN fis-4904 442 3 status status NOUN fis-4904 442 4 of of ADP fis-4904 442 5 the the DET fis-4904 442 6 bonded bond VERB fis-4904 442 7 surface surface NOUN fis-4904 442 8 has have AUX fis-4904 442 9 been be AUX fis-4904 442 10 checked check VERB fis-4904 442 11 to to PART fis-4904 442 12 ensure ensure VERB fis-4904 442 13 the the DET fis-4904 442 14 failure failure NOUN fis-4904 442 15 mechanism mechanism NOUN fis-4904 442 16 was be AUX fis-4904 442 17 correct correct ADJ fis-4904 442 18 . . PUNCT fis-4904 443 1 at at ADP fis-4904 443 2 peak peak NOUN fis-4904 443 3 resistance resistance NOUN fis-4904 443 4 , , PUNCT fis-4904 443 5 where where SCONJ fis-4904 443 6 a a DET fis-4904 443 7 slip slip NOUN fis-4904 443 8 of of ADP fis-4904 443 9 0.61 0.61 NUM fis-4904 443 10 mm mm NOUN fis-4904 443 11 occurred occur VERB fis-4904 443 12 , , PUNCT fis-4904 443 13 both both CCONJ fis-4904 443 14 concrete concrete ADJ fis-4904 443 15 and and CCONJ fis-4904 443 16 rebar rebar ADJ fis-4904 443 17 regions region NOUN fis-4904 443 18 completely completely ADV fis-4904 443 19 bonded bond VERB fis-4904 443 20 with with ADP fis-4904 443 21 each each DET fis-4904 443 22 other other ADJ fis-4904 443 23 , , PUNCT fis-4904 443 24 as as SCONJ fis-4904 443 25 shown show VERB fis-4904 443 26 in in ADP fis-4904 443 27 fig fig NOUN fis-4904 443 28 . . PUNCT fis-4904 444 1 20 20 NUM fis-4904 444 2 . . PUNCT fis-4904 445 1 however however ADV fis-4904 445 2 , , PUNCT fis-4904 445 3 at at ADP fis-4904 445 4 the the DET fis-4904 445 5 loading loading NOUN fis-4904 445 6 stage stage NOUN fis-4904 445 7 after after ADP fis-4904 445 8 peak peak NOUN fis-4904 445 9 , , PUNCT fis-4904 445 10 i.e. i.e. X fis-4904 445 11 , , PUNCT fis-4904 445 12 a a DET fis-4904 445 13 slip slip NOUN fis-4904 445 14 of of ADP fis-4904 445 15 1.26 1.26 NUM fis-4904 445 16 mm mm NOUN fis-4904 445 17 , , PUNCT fis-4904 445 18 the the DET fis-4904 445 19 bonded bond VERB fis-4904 445 20 portion portion NOUN fis-4904 445 21 of of ADP fis-4904 445 22 rebar rebar NOUN fis-4904 445 23 has have AUX fis-4904 445 24 started start VERB fis-4904 445 25 to to PART fis-4904 445 26 slide slide VERB fis-4904 445 27 over over ADP fis-4904 445 28 concrete concrete NOUN fis-4904 445 29 , , PUNCT fis-4904 445 30 and and CCONJ fis-4904 445 31 some some DET fis-4904 445 32 regions region NOUN fis-4904 445 33 have have AUX fis-4904 445 34 not not PART fis-4904 445 35 been be AUX fis-4904 445 36 in in ADP fis-4904 445 37 contact contact NOUN fis-4904 445 38 with with ADP fis-4904 445 39 each each DET fis-4904 445 40 other other ADJ fis-4904 445 41 . . PUNCT fis-4904 446 1 at at ADP fis-4904 446 2 the the DET fis-4904 446 3 final final ADJ fis-4904 446 4 loading loading NOUN fis-4904 446 5 stage stage NOUN fis-4904 446 6 , , PUNCT fis-4904 446 7 i.e. i.e. X fis-4904 446 8 , , PUNCT fis-4904 446 9 a a DET fis-4904 446 10 slip slip NOUN fis-4904 446 11 of of ADP fis-4904 446 12 1.5 1.5 NUM fis-4904 446 13 mm mm NOUN fis-4904 446 14 , , PUNCT fis-4904 446 15 the the DET fis-4904 446 16 bonded bond VERB fis-4904 446 17 portion portion NOUN fis-4904 446 18 of of ADP fis-4904 446 19 rebar rebar NOUN fis-4904 446 20 is be AUX fis-4904 446 21 completely completely ADV fis-4904 446 22 not not PART fis-4904 446 23 in in ADP fis-4904 446 24 contact contact NOUN fis-4904 446 25 with with ADP fis-4904 446 26 concrete concrete NOUN fis-4904 446 27 , , PUNCT fis-4904 446 28 which which PRON fis-4904 446 29 indicates indicate VERB fis-4904 446 30 a a DET fis-4904 446 31 complete complete ADJ fis-4904 446 32 pullout pullout NOUN fis-4904 446 33 failure failure NOUN fis-4904 446 34 at at ADP fis-4904 446 35 the the DET fis-4904 446 36 end end NOUN fis-4904 446 37 stage stage NOUN fis-4904 446 38 . . PUNCT fis-4904 447 1 fig fig NOUN fis-4904 447 2 . . PUNCT fis-4904 448 1 21 21 NUM fis-4904 448 2 describes describe VERB fis-4904 448 3 the the DET fis-4904 448 4 crack crack NOUN fis-4904 448 5 propagation propagation NOUN fis-4904 448 6 method method NOUN fis-4904 448 7 in in ADP fis-4904 448 8 reference reference NOUN fis-4904 448 9 specimen speciman NOUN fis-4904 448 10 c1r20 c1r20 ADJ fis-4904 448 11 , , PUNCT fis-4904 448 12 where where SCONJ fis-4904 448 13 the the DET fis-4904 448 14 sdeg sdeg ADJ fis-4904 448 15 output output NOUN fis-4904 448 16 of of ADP fis-4904 448 17 cutting cut VERB fis-4904 448 18 half half NOUN fis-4904 448 19 of of ADP fis-4904 448 20 the the DET fis-4904 448 21 specimen speciman NOUN fis-4904 448 22 is be AUX fis-4904 448 23 shown show VERB fis-4904 448 24 . . PUNCT fis-4904 449 1 it it PRON fis-4904 449 2 can can AUX fis-4904 449 3 be be AUX fis-4904 449 4 seen see VERB fis-4904 449 5 that that SCONJ fis-4904 449 6 the the DET fis-4904 449 7 crack crack NOUN fis-4904 449 8 started start VERB fis-4904 449 9 to to PART fis-4904 449 10 propagate propagate VERB fis-4904 449 11 radially radially ADV fis-4904 449 12 at at ADP fis-4904 449 13 the the DET fis-4904 449 14 very very ADJ fis-4904 449 15 beginning beginning NOUN fis-4904 449 16 of of ADP fis-4904 449 17 pulling pull VERB fis-4904 449 18 out out ADP fis-4904 449 19 of of ADP fis-4904 449 20 the the DET fis-4904 449 21 rebar rebar NOUN fis-4904 449 22 . . PUNCT fis-4904 450 1 as as SCONJ fis-4904 450 2 there there PRON fis-4904 450 3 was be VERB fis-4904 450 4 no no DET fis-4904 450 5 transverse transverse ADJ fis-4904 450 6 reinforcement reinforcement NOUN fis-4904 450 7 to to PART fis-4904 450 8 prevent prevent VERB fis-4904 450 9 propagating propagating NOUN fis-4904 450 10 cracks crack NOUN fis-4904 450 11 , , PUNCT fis-4904 450 12 some some DET fis-4904 450 13 portions portion NOUN fis-4904 450 14 of of ADP fis-4904 450 15 the the DET fis-4904 450 16 concrete concrete ADJ fis-4904 450 17 face face NOUN fis-4904 450 18 started start VERB fis-4904 450 19 to to PART fis-4904 450 20 split split VERB fis-4904 450 21 at at ADP fis-4904 450 22 a a DET fis-4904 450 23 slip slip NOUN fis-4904 450 24 of of ADP fis-4904 450 25 0.002 0.002 NUM fis-4904 450 26 mm mm NOUN fis-4904 450 27 . . PUNCT fis-4904 451 1 at at ADP fis-4904 451 2 maximum maximum ADJ fis-4904 451 3 bond bond NOUN fis-4904 451 4 stress stress NOUN fis-4904 451 5 , , PUNCT fis-4904 451 6 several several ADJ fis-4904 451 7 portions portion NOUN fis-4904 451 8 of of ADP fis-4904 451 9 the the DET fis-4904 451 10 concrete concrete ADJ fis-4904 451 11 face face NOUN fis-4904 451 12 split split VERB fis-4904 451 13 at at ADP fis-4904 451 14 a a DET fis-4904 451 15 slip slip NOUN fis-4904 451 16 of of ADP fis-4904 451 17 0.88 0.88 NUM fis-4904 451 18 mm mm NOUN fis-4904 451 19 . . PUNCT fis-4904 452 1 this this DET fis-4904 452 2 quick quick ADJ fis-4904 452 3 crack crack NOUN fis-4904 452 4 propagation propagation NOUN fis-4904 452 5 of of ADP fis-4904 452 6 reference reference NOUN fis-4904 452 7 specimen speciman NOUN fis-4904 452 8 in in ADP fis-4904 452 9 finite finite PROPN fis-4904 452 10 element element NOUN fis-4904 452 11 analysis analysis NOUN fis-4904 452 12 may may AUX fis-4904 452 13 lead lead VERB fis-4904 452 14 to to ADP fis-4904 452 15 an an DET fis-4904 452 16 underestimation underestimation NOUN fis-4904 452 17 of of ADP fis-4904 452 18 maximum maximum ADJ fis-4904 452 19 bond bond NOUN fis-4904 452 20 stress stress NOUN fis-4904 452 21 compared compare VERB fis-4904 452 22 to to ADP fis-4904 452 23 the the DET fis-4904 452 24 experiment experiment NOUN fis-4904 452 25 . . PUNCT fis-4904 453 1 ( ( PUNCT fis-4904 453 2 a a X fis-4904 453 3 ) ) PUNCT fis-4904 453 4 ( ( PUNCT fis-4904 453 5 b b X fis-4904 453 6 ) ) PUNCT fis-4904 453 7 ( ( PUNCT fis-4904 453 8 c c X fis-4904 453 9 ) ) PUNCT fis-4904 453 10 figure figure NOUN fis-4904 453 11 19 19 NUM fis-4904 453 12 : : PUNCT fis-4904 453 13 splitting split VERB fis-4904 453 14 failure failure NOUN fis-4904 453 15 pattern pattern NOUN fis-4904 453 16 of of ADP fis-4904 453 17 reference reference NOUN fis-4904 453 18 specimen speciman NOUN fis-4904 453 19 c1r20 c1r20 VERB fis-4904 453 20 [ [ X fis-4904 453 21 21 21 NUM fis-4904 453 22 ] ] X fis-4904 453 23 ( ( PUNCT fis-4904 453 24 a a X fis-4904 453 25 ) ) PUNCT fis-4904 453 26 experimental experimental ADJ fis-4904 453 27 ( ( PUNCT fis-4904 453 28 b b NOUN fis-4904 453 29 ) ) PUNCT fis-4904 453 30 damaget damaget NOUN fis-4904 453 31 output output NOUN fis-4904 453 32 of of ADP fis-4904 453 33 numerical numerical ADJ fis-4904 453 34 modeling modeling NOUN fis-4904 453 35 ( ( PUNCT fis-4904 453 36 c c NOUN fis-4904 453 37 ) ) PUNCT fis-4904 453 38 sdeg sdeg ADJ fis-4904 453 39 output output NOUN fis-4904 453 40 of of ADP fis-4904 453 41 concrete concrete ADJ fis-4904 453 42 - - PUNCT fis-4904 453 43 reinforcement reinforcement NOUN fis-4904 453 44 bonded bond VERB fis-4904 453 45 region region NOUN fis-4904 453 46 . . PUNCT fis-4904 454 1 m. m. PROPN fis-4904 454 2 b. b. PROPN fis-4904 454 3 prince prince PROPN fis-4904 454 4 et et PROPN fis-4904 454 5 alii alii PROPN fis-4904 454 6 , , PUNCT fis-4904 454 7 frattura frattura PROPN fis-4904 454 8 ed ed PROPN fis-4904 454 9 integrità integrità PROPN fis-4904 454 10 strutturale strutturale PROPN fis-4904 454 11 , , PUNCT fis-4904 454 12 69 69 NUM fis-4904 454 13 ( ( PUNCT fis-4904 454 14 2024 2024 NUM fis-4904 454 15 ) ) PUNCT fis-4904 454 16 154 154 NUM fis-4904 454 17 - - SYM fis-4904 454 18 180 180 NUM fis-4904 454 19 ; ; PUNCT fis-4904 454 20 doi doi NOUN fis-4904 454 21 : : PUNCT fis-4904 454 22 10.3221 10.3221 NUM fis-4904 454 23 / / SYM fis-4904 454 24 igf igf PROPN fis-4904 454 25 - - PUNCT fis-4904 454 26 esis.69.12 esis.69.12 PROPN fis-4904 454 27 172 172 NUM fis-4904 454 28 figure figure NOUN fis-4904 454 29 20 20 NUM fis-4904 454 30 : : PUNCT fis-4904 454 31 contact contact NOUN fis-4904 454 32 status status NOUN fis-4904 454 33 of of ADP fis-4904 454 34 bonded bond VERB fis-4904 454 35 region region NOUN fis-4904 454 36 of of ADP fis-4904 454 37 concrete concrete ADJ fis-4904 454 38 - - PUNCT fis-4904 454 39 reinforcement reinforcement NOUN fis-4904 454 40 of of ADP fis-4904 454 41 reference reference NOUN fis-4904 454 42 specimen speciman NOUN fis-4904 454 43 c1r20 c1r20 VERB fis-4904 454 44 . . PUNCT fis-4904 455 1 figure figure NOUN fis-4904 455 2 21 21 NUM fis-4904 455 3 : : PUNCT fis-4904 455 4 cracking crack VERB fis-4904 455 5 propagation propagation NOUN fis-4904 455 6 in in ADP fis-4904 455 7 reference reference NOUN fis-4904 455 8 specimen speciman NOUN fis-4904 455 9 c1r20 c1r20 VERB fis-4904 455 10 . . PUNCT fis-4904 456 1 figure figure NOUN fis-4904 456 2 22 22 NUM fis-4904 456 3 : : PUNCT fis-4904 456 4 bond bond NOUN fis-4904 456 5 stress stress NOUN fis-4904 456 6 vs vs ADP fis-4904 456 7 slip slip NOUN fis-4904 456 8 for for ADP fis-4904 456 9 reference reference NOUN fis-4904 456 10 specimen speciman NOUN fis-4904 456 11 e1r16 e1r16 PROPN fis-4904 456 12 - - PUNCT fis-4904 456 13 60 60 NUM fis-4904 456 14 . . PUNCT fis-4904 457 1 reference reference NOUN fis-4904 457 2 specimens specimen NOUN fis-4904 457 3 expected expect VERB fis-4904 457 4 to to PART fis-4904 457 5 have have VERB fis-4904 457 6 splitting splitting NOUN fis-4904 457 7 - - PUNCT fis-4904 457 8 pullout pullout NOUN fis-4904 457 9 failure failure NOUN fis-4904 457 10 bond bond NOUN fis-4904 457 11 stress stress NOUN fis-4904 457 12 - - PUNCT fis-4904 457 13 slip slip NOUN fis-4904 457 14 behavior behavior NOUN fis-4904 457 15 fig fig NOUN fis-4904 457 16 . . PUNCT fis-4904 458 1 22 22 NUM fis-4904 458 2 shows show VERB fis-4904 458 3 the the DET fis-4904 458 4 experimental experimental ADJ fis-4904 458 5 and and CCONJ fis-4904 458 6 finite finite ADJ fis-4904 458 7 element element NOUN fis-4904 458 8 bond bond NOUN fis-4904 458 9 stress stress NOUN fis-4904 458 10 vs. vs. ADP fis-4904 458 11 slip slip NOUN fis-4904 458 12 behavior behavior NOUN fis-4904 458 13 of of ADP fis-4904 458 14 the the DET fis-4904 458 15 reference reference NOUN fis-4904 458 16 specimen speciman NOUN fis-4904 458 17 e1r16 e1r16 PROPN fis-4904 458 18 - - PUNCT fis-4904 458 19 60 60 NUM fis-4904 458 20 , , PUNCT fis-4904 458 21 whose whose DET fis-4904 458 22 failure failure NOUN fis-4904 458 23 has have AUX fis-4904 458 24 been be AUX fis-4904 458 25 predicted predict VERB fis-4904 458 26 as as ADP fis-4904 458 27 splitting splitting NOUN fis-4904 458 28 or or CCONJ fis-4904 458 29 splitting splitting NOUN fis-4904 458 30 - - PUNCT fis-4904 458 31 pullout pullout NOUN fis-4904 458 32 failure failure NOUN fis-4904 458 33 . . PUNCT fis-4904 459 1 due due ADP fis-4904 459 2 to to ADP fis-4904 459 3 having have VERB fis-4904 459 4 a a DET fis-4904 459 5 distinct distinct ADJ fis-4904 459 6 softening soften VERB fis-4904 459 7 region region NOUN fis-4904 459 8 in in ADP fis-4904 459 9 the the DET fis-4904 459 10 bond bond NOUN fis-4904 459 11 - - PUNCT fis-4904 459 12 slip slip NOUN fis-4904 459 13 curve curve NOUN fis-4904 459 14 , , PUNCT fis-4904 459 15 the the DET fis-4904 459 16 splitting splitting NOUN fis-4904 459 17 - - PUNCT fis-4904 459 18 pullout pullout NOUN fis-4904 459 19 failure failure NOUN fis-4904 459 20 pattern pattern NOUN fis-4904 459 21 has have AUX fis-4904 459 22 been be AUX fis-4904 459 23 confirmed confirm VERB fis-4904 459 24 later later ADV fis-4904 459 25 . . PUNCT fis-4904 460 1 several several ADJ fis-4904 460 2 bond bond NOUN fis-4904 460 3 stress stress NOUN fis-4904 460 4 - - PUNCT fis-4904 460 5 to to ADP fis-4904 460 6 - - PUNCT fis-4904 460 7 slip slip NOUN fis-4904 460 8 relationships relationship NOUN fis-4904 460 9 , , PUNCT fis-4904 460 10 i.e. i.e. X fis-4904 460 11 , , PUNCT fis-4904 460 12 analytical analytical ADJ fis-4904 460 13 models model NOUN fis-4904 460 14 [ [ X fis-4904 460 15 2 2 NUM fis-4904 460 16 - - SYM fis-4904 460 17 8 8 NUM fis-4904 460 18 ] ] PUNCT fis-4904 460 19 , , PUNCT fis-4904 460 20 have have AUX fis-4904 460 21 been be AUX fis-4904 460 22 considered consider VERB fis-4904 460 23 in in ADP fis-4904 460 24 the the DET fis-4904 460 25 finite finite ADJ fis-4904 460 26 element element NOUN fis-4904 460 27 analysis analysis NOUN fis-4904 460 28 . . PUNCT fis-4904 461 1 all all DET fis-4904 461 2 the the DET fis-4904 461 3 analytical analytical ADJ fis-4904 461 4 models model NOUN fis-4904 461 5 performed perform VERB fis-4904 461 6 well well ADV fis-4904 461 7 in in ADP fis-4904 461 8 predicting predict VERB fis-4904 461 9 the the DET fis-4904 461 10 bond bond NOUN fis-4904 461 11 stress stress NOUN fis-4904 461 12 - - PUNCT fis-4904 461 13 to to ADP fis-4904 461 14 - - PUNCT fis-4904 461 15 slip slip NOUN fis-4904 461 16 behavior behavior NOUN fis-4904 461 17 in in ADP fis-4904 461 18 the the DET fis-4904 461 19 elastic elastic ADJ fis-4904 461 20 regime regime NOUN fis-4904 461 21 . . PUNCT fis-4904 462 1 the the DET fis-4904 462 2 finite finite PROPN fis-4904 462 3 element element NOUN fis-4904 462 4 bond bond NOUN fis-4904 462 5 stress stress NOUN fis-4904 462 6 at at ADP fis-4904 462 7 peak peak NOUN fis-4904 462 8 resistance resistance NOUN fis-4904 462 9 showed show VERB fis-4904 462 10 0.04 0.04 NUM fis-4904 462 11 ~ ~ PUNCT fis-4904 462 12 2.11 2.11 NUM fis-4904 462 13 mpa mpa NOUN fis-4904 462 14 deviation deviation NOUN fis-4904 462 15 compared compare VERB fis-4904 462 16 to to ADP fis-4904 462 17 the the DET fis-4904 462 18 experimental experimental ADJ fis-4904 462 19 result result NOUN fis-4904 462 20 . . PUNCT fis-4904 463 1 the the DET fis-4904 463 2 fem fem NOUN fis-4904 463 3 developed develop VERB fis-4904 463 4 using use VERB fis-4904 463 5 the the DET fis-4904 463 6 analytical analytical ADJ fis-4904 463 7 model model NOUN fis-4904 463 8 by by ADP fis-4904 463 9 esfahani esfahani NOUN fis-4904 463 10 and and CCONJ fis-4904 463 11 rangan rangan VERB fis-4904 463 12 [ [ X fis-4904 463 13 4 4 NUM fis-4904 463 14 ] ] PUNCT fis-4904 463 15 m. m. PROPN fis-4904 463 16 b. b. PROPN fis-4904 463 17 prince prince PROPN fis-4904 463 18 et et PROPN fis-4904 463 19 alii alii PROPN fis-4904 463 20 , , PUNCT fis-4904 463 21 frattura frattura PROPN fis-4904 463 22 ed ed PROPN fis-4904 463 23 integrità integrità PROPN fis-4904 463 24 strutturale strutturale PROPN fis-4904 463 25 , , PUNCT fis-4904 463 26 69 69 NUM fis-4904 463 27 ( ( PUNCT fis-4904 463 28 2024 2024 NUM fis-4904 463 29 ) ) PUNCT fis-4904 463 30 154 154 NUM fis-4904 463 31 - - SYM fis-4904 463 32 180 180 NUM fis-4904 463 33 ; ; PUNCT fis-4904 463 34 doi doi NOUN fis-4904 463 35 : : PUNCT fis-4904 463 36 10.3221 10.3221 NUM fis-4904 463 37 / / SYM fis-4904 463 38 igf igf PROPN fis-4904 463 39 - - PUNCT fis-4904 463 40 esis.69.12 esis.69.12 PROPN fis-4904 463 41 173 173 NUM fis-4904 463 42 showed show VERB fis-4904 463 43 the the DET fis-4904 463 44 most most ADV fis-4904 463 45 accurate accurate ADJ fis-4904 463 46 prediction prediction NOUN fis-4904 463 47 , , PUNCT fis-4904 463 48 i.e. i.e. X fis-4904 463 49 , , PUNCT fis-4904 463 50 99.7 99.7 NUM fis-4904 463 51 % % NOUN fis-4904 463 52 accuracy accuracy NOUN fis-4904 463 53 in in ADP fis-4904 463 54 predicting predict VERB fis-4904 463 55 maximum maximum ADJ fis-4904 463 56 bond bond NOUN fis-4904 463 57 stress stress NOUN fis-4904 463 58 when when SCONJ fis-4904 463 59 compared compare VERB fis-4904 463 60 to to ADP fis-4904 463 61 that that PRON fis-4904 463 62 of of ADP fis-4904 463 63 the the DET fis-4904 463 64 experimental experimental ADJ fis-4904 463 65 result result NOUN fis-4904 463 66 . . PUNCT fis-4904 464 1 however however ADV fis-4904 464 2 , , PUNCT fis-4904 464 3 much much ADJ fis-4904 464 4 deviation deviation NOUN fis-4904 464 5 has have AUX fis-4904 464 6 been be AUX fis-4904 464 7 found find VERB fis-4904 464 8 in in ADP fis-4904 464 9 the the DET fis-4904 464 10 post post ADJ fis-4904 464 11 - - ADJ fis-4904 464 12 peak peak ADJ fis-4904 464 13 regime regime NOUN fis-4904 464 14 , , PUNCT fis-4904 464 15 as as SCONJ fis-4904 464 16 evidenced evidence VERB fis-4904 464 17 by by ADP fis-4904 464 18 fig fig NOUN fis-4904 464 19 . . PUNCT fis-4904 465 1 22 22 NUM fis-4904 465 2 . . PUNCT fis-4904 466 1 the the DET fis-4904 466 2 fem fem NOUN fis-4904 466 3 developed develop VERB fis-4904 466 4 using use VERB fis-4904 466 5 analytical analytical ADJ fis-4904 466 6 models model NOUN fis-4904 466 7 by by ADP fis-4904 466 8 harajli harajli NOUN fis-4904 466 9 et et PROPN fis-4904 466 10 al al PROPN fis-4904 466 11 . . PUNCT fis-4904 467 1 [ [ X fis-4904 467 2 5 5 NUM fis-4904 467 3 ] ] PUNCT fis-4904 467 4 , , PUNCT fis-4904 467 5 and and CCONJ fis-4904 467 6 huang huang PROPN fis-4904 467 7 et et PROPN fis-4904 467 8 al al PROPN fis-4904 467 9 . . PUNCT fis-4904 468 1 [ [ X fis-4904 468 2 6 6 NUM fis-4904 468 3 ] ] PUNCT fis-4904 468 4 stopped stop VERB fis-4904 468 5 before before ADP fis-4904 468 6 completion completion NOUN fis-4904 468 7 . . PUNCT fis-4904 469 1 ( ( PUNCT fis-4904 469 2 a a X fis-4904 469 3 ) ) PUNCT fis-4904 469 4 ( ( PUNCT fis-4904 469 5 b b NOUN fis-4904 469 6 ) ) PUNCT fis-4904 469 7 \ \ PUNCT fis-4904 470 1 ( ( PUNCT fis-4904 470 2 c c X fis-4904 470 3 ) ) PUNCT fis-4904 470 4 ( ( PUNCT fis-4904 470 5 d d X fis-4904 470 6 ) ) PUNCT fis-4904 470 7 figure figure NOUN fis-4904 470 8 23 23 NUM fis-4904 470 9 : : PUNCT fis-4904 470 10 pullout pullout NOUN fis-4904 470 11 - - PUNCT fis-4904 470 12 splitting split VERB fis-4904 470 13 failure failure NOUN fis-4904 470 14 pattern pattern NOUN fis-4904 470 15 of of ADP fis-4904 470 16 numerical numerical ADJ fis-4904 470 17 modelling modelling NOUN fis-4904 470 18 of of ADP fis-4904 470 19 reference reference NOUN fis-4904 470 20 specimen speciman NOUN fis-4904 470 21 e1r16 e1r16 VERB fis-4904 470 22 - - SYM fis-4904 470 23 60 60 NUM fis-4904 471 1 [ [ X fis-4904 471 2 21 21 NUM fis-4904 471 3 ] ] PUNCT fis-4904 471 4 . . PUNCT fis-4904 472 1 failure failure NOUN fis-4904 472 2 modes mode VERB fis-4904 472 3 the the DET fis-4904 472 4 reference reference NOUN fis-4904 472 5 specimen speciman NOUN fis-4904 472 6 e1r16 e1r16 VERB fis-4904 472 7 - - SYM fis-4904 472 8 60 60 NUM fis-4904 473 1 [ [ X fis-4904 473 2 21 21 NUM fis-4904 473 3 ] ] PUNCT fis-4904 473 4 failed fail VERB fis-4904 473 5 at at ADP fis-4904 473 6 the the DET fis-4904 473 7 combination combination NOUN fis-4904 473 8 of of ADP fis-4904 473 9 both both DET fis-4904 473 10 splitting splitting NOUN fis-4904 473 11 and and CCONJ fis-4904 473 12 pullout pullout NOUN fis-4904 473 13 in in ADP fis-4904 473 14 the the DET fis-4904 473 15 experiment experiment NOUN fis-4904 473 16 , , PUNCT fis-4904 473 17 as as SCONJ fis-4904 473 18 shown show VERB fis-4904 473 19 in in ADP fis-4904 473 20 fig fig NOUN fis-4904 473 21 . . PUNCT fis-4904 474 1 23 23 NUM fis-4904 474 2 ( ( PUNCT fis-4904 474 3 a a NOUN fis-4904 474 4 ) ) PUNCT fis-4904 474 5 . . PUNCT fis-4904 475 1 fig fig NOUN fis-4904 475 2 . . PUNCT fis-4904 476 1 23 23 NUM fis-4904 476 2 ( ( PUNCT fis-4904 476 3 a a X fis-4904 476 4 ) ) PUNCT fis-4904 476 5 shows show VERB fis-4904 476 6 the the DET fis-4904 476 7 reference reference NOUN fis-4904 476 8 specimen speciman NOUN fis-4904 476 9 e1r16 e1r16 VERB fis-4904 476 10 - - SYM fis-4904 476 11 60 60 NUM fis-4904 476 12 having have VERB fis-4904 476 13 a a DET fis-4904 476 14 distinct distinct ADJ fis-4904 476 15 split split NOUN fis-4904 476 16 on on ADP fis-4904 476 17 the the DET fis-4904 476 18 face face NOUN fis-4904 476 19 of of ADP fis-4904 476 20 the the DET fis-4904 476 21 concrete concrete NOUN fis-4904 476 22 . . PUNCT fis-4904 477 1 the the DET fis-4904 477 2 fe fe PROPN fis-4904 477 3 models model NOUN fis-4904 477 4 have have AUX fis-4904 477 5 not not PART fis-4904 477 6 shown show VERB fis-4904 477 7 any any DET fis-4904 477 8 cracks crack NOUN fis-4904 477 9 on on ADP fis-4904 477 10 the the DET fis-4904 477 11 concrete concrete ADJ fis-4904 477 12 face face NOUN fis-4904 477 13 , , PUNCT fis-4904 477 14 as as SCONJ fis-4904 477 15 shown show VERB fis-4904 477 16 in in ADP fis-4904 477 17 fig fig NOUN fis-4904 477 18 . . PUNCT fis-4904 478 1 23 23 NUM fis-4904 478 2 ( ( PUNCT fis-4904 478 3 b b NOUN fis-4904 478 4 ) ) PUNCT fis-4904 478 5 . . PUNCT fis-4904 479 1 however however ADV fis-4904 479 2 , , PUNCT fis-4904 479 3 fig fig NOUN fis-4904 479 4 . . PUNCT fis-4904 480 1 23 23 NUM fis-4904 480 2 ( ( PUNCT fis-4904 480 3 c c X fis-4904 480 4 ) ) PUNCT fis-4904 480 5 shows show VERB fis-4904 480 6 a a DET fis-4904 480 7 crack crack NOUN fis-4904 480 8 propagation propagation NOUN fis-4904 480 9 through through ADP fis-4904 480 10 the the DET fis-4904 480 11 concrete concrete ADJ fis-4904 480 12 cover cover NOUN fis-4904 480 13 . . PUNCT fis-4904 481 1 unlike unlike ADP fis-4904 481 2 the the DET fis-4904 481 3 experiment experiment NOUN fis-4904 481 4 , , PUNCT fis-4904 481 5 the the DET fis-4904 481 6 propagated propagate VERB fis-4904 481 7 crack crack NOUN fis-4904 481 8 has have AUX fis-4904 481 9 not not PART fis-4904 481 10 reached reach VERB fis-4904 481 11 the the DET fis-4904 481 12 concrete concrete ADJ fis-4904 481 13 face face NOUN fis-4904 481 14 , , PUNCT fis-4904 481 15 which which PRON fis-4904 481 16 may may AUX fis-4904 481 17 be be AUX fis-4904 481 18 why why SCONJ fis-4904 481 19 the the DET fis-4904 481 20 crack crack NOUN fis-4904 481 21 is be AUX fis-4904 481 22 not not PART fis-4904 481 23 showing show VERB fis-4904 481 24 on on ADP fis-4904 481 25 the the DET fis-4904 481 26 concrete concrete ADJ fis-4904 481 27 face face NOUN fis-4904 481 28 . . PUNCT fis-4904 482 1 in in ADP fis-4904 482 2 fe fe NOUN fis-4904 482 3 models model NOUN fis-4904 482 4 developed develop VERB fis-4904 482 5 for for ADP fis-4904 482 6 all all DET fis-4904 482 7 analytical analytical ADJ fis-4904 482 8 models model NOUN fis-4904 482 9 [ [ X fis-4904 482 10 2 2 NUM fis-4904 482 11 - - SYM fis-4904 482 12 8 8 NUM fis-4904 482 13 ] ] PUNCT fis-4904 482 14 , , PUNCT fis-4904 482 15 failure failure NOUN fis-4904 482 16 was be AUX fis-4904 482 17 initiated initiate VERB fis-4904 482 18 by by ADP fis-4904 482 19 splitting splitting NOUN fis-4904 482 20 followed follow VERB fis-4904 482 21 by by ADP fis-4904 482 22 pullout pullout NOUN fis-4904 482 23 failure failure NOUN fis-4904 482 24 . . PUNCT fis-4904 483 1 for for ADP fis-4904 483 2 instance instance NOUN fis-4904 483 3 , , PUNCT fis-4904 483 4 the the DET fis-4904 483 5 failure failure NOUN fis-4904 483 6 mechanism mechanism NOUN fis-4904 483 7 , , PUNCT fis-4904 483 8 at at ADP fis-4904 483 9 peak peak NOUN fis-4904 483 10 resistance resistance NOUN fis-4904 483 11 , , PUNCT fis-4904 483 12 of of ADP fis-4904 483 13 the the DET fis-4904 483 14 fe fe PROPN fis-4904 483 15 model model NOUN fis-4904 483 16 developed develop VERB fis-4904 483 17 using use VERB fis-4904 483 18 the the DET fis-4904 483 19 analytical analytical ADJ fis-4904 483 20 model model NOUN fis-4904 483 21 by by ADP fis-4904 483 22 esfahani esfahani NOUN fis-4904 483 23 and and CCONJ fis-4904 483 24 rangan rangan VERB fis-4904 483 25 [ [ X fis-4904 483 26 4 4 X fis-4904 483 27 ] ] PUNCT fis-4904 483 28 is be AUX fis-4904 483 29 illustrated illustrate VERB fis-4904 483 30 in in ADP fis-4904 483 31 fig fig NOUN fis-4904 483 32 . . PUNCT fis-4904 484 1 23 23 NUM fis-4904 484 2 ( ( PUNCT fis-4904 484 3 b)-(d b)-(d NOUN fis-4904 484 4 ) ) PUNCT fis-4904 484 5 . . PUNCT fis-4904 485 1 fig fig NOUN fis-4904 485 2 . . PUNCT fis-4904 486 1 23 23 NUM fis-4904 486 2 ( ( PUNCT fis-4904 486 3 b)-(c b)-(c NUM fis-4904 486 4 ) ) PUNCT fis-4904 486 5 shows show VERB fis-4904 486 6 that that SCONJ fis-4904 486 7 the the DET fis-4904 486 8 surrounding surround VERB fis-4904 486 9 concrete concrete NOUN fis-4904 486 10 of of ADP fis-4904 486 11 the the DET fis-4904 486 12 bonded bond VERB fis-4904 486 13 region region NOUN fis-4904 486 14 nearly nearly ADV fis-4904 486 15 failed fail VERB fis-4904 486 16 due due ADP fis-4904 486 17 to to ADP fis-4904 486 18 tension tension NOUN fis-4904 486 19 at at ADP fis-4904 486 20 peak peak NOUN fis-4904 486 21 resistance resistance NOUN fis-4904 486 22 , , PUNCT fis-4904 486 23 as as SCONJ fis-4904 486 24 the the DET fis-4904 486 25 tension tension NOUN fis-4904 486 26 damage damage NOUN fis-4904 486 27 factor factor NOUN fis-4904 486 28 is be AUX fis-4904 486 29 very very ADV fis-4904 486 30 close close ADJ fis-4904 486 31 to to ADP fis-4904 486 32 unity unity NOUN fis-4904 486 33 ( ( PUNCT fis-4904 486 34 dt dt NOUN fis-4904 486 35 = = NOUN fis-4904 486 36 0.94 0.94 NUM fis-4904 486 37 ) ) PUNCT fis-4904 486 38 . . PUNCT fis-4904 487 1 meanwhile meanwhile ADV fis-4904 487 2 , , PUNCT fis-4904 487 3 the the DET fis-4904 487 4 scaler scaler ADJ fis-4904 487 5 stiffness stiffness NOUN fis-4904 487 6 degradation degradation NOUN fis-4904 487 7 ( ( PUNCT fis-4904 487 8 sdeg sdeg ADJ fis-4904 487 9 ) ) PUNCT fis-4904 487 10 variable variable NOUN fis-4904 487 11 of of ADP fis-4904 487 12 the the DET fis-4904 487 13 bonded bond VERB fis-4904 487 14 concrete concrete ADJ fis-4904 487 15 region region NOUN fis-4904 487 16 , , PUNCT fis-4904 487 17 as as SCONJ fis-4904 487 18 shown show VERB fis-4904 487 19 in in ADP fis-4904 487 20 fig fig NOUN fis-4904 487 21 . . PUNCT fis-4904 488 1 23 23 NUM fis-4904 488 2 ( ( PUNCT fis-4904 488 3 d d NOUN fis-4904 488 4 ) ) PUNCT fis-4904 488 5 , , PUNCT fis-4904 488 6 was be AUX fis-4904 488 7 found find VERB fis-4904 488 8 to to PART fis-4904 488 9 be be AUX fis-4904 488 10 0.18 0.18 NUM fis-4904 488 11 at at ADP fis-4904 488 12 the the DET fis-4904 488 13 peak peak NOUN fis-4904 488 14 , , PUNCT fis-4904 488 15 indicating indicate VERB fis-4904 488 16 that that SCONJ fis-4904 488 17 the the DET fis-4904 488 18 border border NOUN fis-4904 488 19 region region NOUN fis-4904 488 20 of of ADP fis-4904 488 21 the the DET fis-4904 488 22 concrete concrete NOUN fis-4904 488 23 has have AUX fis-4904 488 24 just just ADV fis-4904 488 25 started start VERB fis-4904 488 26 to to PART fis-4904 488 27 degrade degrade VERB fis-4904 488 28 . . PUNCT fis-4904 489 1 therefore therefore ADV fis-4904 489 2 , , PUNCT fis-4904 489 3 pullout pullout NOUN fis-4904 489 4 failure failure NOUN fis-4904 489 5 has have AUX fis-4904 489 6 not not PART fis-4904 489 7 been be AUX fis-4904 489 8 started start VERB fis-4904 489 9 at at ADP fis-4904 489 10 the the DET fis-4904 489 11 peak peak NOUN fis-4904 489 12 resistance resistance NOUN fis-4904 489 13 . . PUNCT fis-4904 490 1 furthermore furthermore ADV fis-4904 490 2 , , PUNCT fis-4904 490 3 the the DET fis-4904 490 4 contact contact NOUN fis-4904 490 5 status status NOUN fis-4904 490 6 of of ADP fis-4904 490 7 the the DET fis-4904 490 8 bonded bond VERB fis-4904 490 9 surface surface NOUN fis-4904 490 10 has have AUX fis-4904 490 11 been be AUX fis-4904 490 12 checked check VERB fis-4904 490 13 to to PART fis-4904 490 14 ensure ensure VERB fis-4904 490 15 the the DET fis-4904 490 16 failure failure NOUN fis-4904 490 17 mechanism mechanism NOUN fis-4904 490 18 was be AUX fis-4904 490 19 correct correct ADJ fis-4904 490 20 . . PUNCT fis-4904 491 1 at at ADP fis-4904 491 2 peak peak NOUN fis-4904 491 3 resistance resistance NOUN fis-4904 491 4 , , PUNCT fis-4904 491 5 where where SCONJ fis-4904 491 6 a a DET fis-4904 491 7 slip slip NOUN fis-4904 491 8 of of ADP fis-4904 491 9 0.63 0.63 NUM fis-4904 491 10 mm mm NOUN fis-4904 491 11 occurred occur VERB fis-4904 491 12 , , PUNCT fis-4904 491 13 both both CCONJ fis-4904 491 14 concrete concrete ADJ fis-4904 491 15 and and CCONJ fis-4904 491 16 rebar rebar ADJ fis-4904 491 17 regions region NOUN fis-4904 491 18 mostly mostly ADV fis-4904 491 19 bonded bond VERB fis-4904 491 20 with with ADP fis-4904 491 21 each each DET fis-4904 491 22 other other ADJ fis-4904 491 23 , , PUNCT fis-4904 491 24 as as SCONJ fis-4904 491 25 shown show VERB fis-4904 491 26 in in ADP fis-4904 491 27 fig fig NOUN fis-4904 491 28 . . PUNCT fis-4904 492 1 24 24 NUM fis-4904 492 2 . . PUNCT fis-4904 493 1 however however ADV fis-4904 493 2 , , PUNCT fis-4904 493 3 at at ADP fis-4904 493 4 the the DET fis-4904 493 5 final final ADJ fis-4904 493 6 loading loading NOUN fis-4904 493 7 stage stage NOUN fis-4904 493 8 , , PUNCT fis-4904 493 9 i.e. i.e. X fis-4904 493 10 , , PUNCT fis-4904 493 11 a a DET fis-4904 493 12 slip slip NOUN fis-4904 493 13 of of ADP fis-4904 493 14 15 15 NUM fis-4904 493 15 mm mm NOUN fis-4904 493 16 , , PUNCT fis-4904 493 17 the the DET fis-4904 493 18 bonded bond VERB fis-4904 493 19 portion portion NOUN fis-4904 493 20 of of ADP fis-4904 493 21 rebar rebar NOUN fis-4904 493 22 has have AUX fis-4904 493 23 started start VERB fis-4904 493 24 to to PART fis-4904 493 25 slide slide VERB fis-4904 493 26 over over ADP fis-4904 493 27 concrete concrete NOUN fis-4904 493 28 , , PUNCT fis-4904 493 29 and and CCONJ fis-4904 493 30 some some DET fis-4904 493 31 regions region NOUN fis-4904 493 32 have have AUX fis-4904 493 33 not not PART fis-4904 493 34 been be AUX fis-4904 493 35 in in ADP fis-4904 493 36 contact contact NOUN fis-4904 493 37 with with ADP fis-4904 493 38 each each DET fis-4904 493 39 other other ADJ fis-4904 493 40 , , PUNCT fis-4904 493 41 which which PRON fis-4904 493 42 indicates indicate VERB fis-4904 493 43 a a DET fis-4904 493 44 partial partial ADJ fis-4904 493 45 pullout pullout NOUN fis-4904 493 46 failure failure NOUN fis-4904 493 47 at at ADP fis-4904 493 48 the the DET fis-4904 493 49 end end NOUN fis-4904 493 50 stage stage NOUN fis-4904 493 51 . . PUNCT fis-4904 494 1 m. m. PROPN fis-4904 494 2 b. b. PROPN fis-4904 494 3 prince prince PROPN fis-4904 494 4 et et PROPN fis-4904 494 5 alii alii PROPN fis-4904 494 6 , , PUNCT fis-4904 494 7 frattura frattura PROPN fis-4904 494 8 ed ed PROPN fis-4904 494 9 integrità integrità PROPN fis-4904 494 10 strutturale strutturale PROPN fis-4904 494 11 , , PUNCT fis-4904 494 12 69 69 NUM fis-4904 494 13 ( ( PUNCT fis-4904 494 14 2024 2024 NUM fis-4904 494 15 ) ) PUNCT fis-4904 494 16 154 154 NUM fis-4904 494 17 - - SYM fis-4904 494 18 180 180 NUM fis-4904 494 19 ; ; PUNCT fis-4904 494 20 doi doi NOUN fis-4904 494 21 : : PUNCT fis-4904 494 22 10.3221 10.3221 NUM fis-4904 494 23 / / SYM fis-4904 494 24 igf igf PROPN fis-4904 494 25 - - PUNCT fis-4904 494 26 esis.69.12 esis.69.12 PROPN fis-4904 494 27 174 174 NUM fis-4904 494 28 figure figure NOUN fis-4904 494 29 24 24 NUM fis-4904 494 30 : : PUNCT fis-4904 494 31 contact contact NOUN fis-4904 494 32 status status NOUN fis-4904 494 33 of of ADP fis-4904 494 34 bonded bond VERB fis-4904 494 35 region region NOUN fis-4904 494 36 of of ADP fis-4904 494 37 concrete concrete ADJ fis-4904 494 38 - - PUNCT fis-4904 494 39 reinforcement reinforcement NOUN fis-4904 494 40 of of ADP fis-4904 494 41 reference reference NOUN fis-4904 494 42 specimen speciman NOUN fis-4904 494 43 e1r16 e1r16 VERB fis-4904 494 44 - - SYM fis-4904 494 45 60 60 NUM fis-4904 495 1 [ [ X fis-4904 495 2 21 21 NUM fis-4904 495 3 ] ] PUNCT fis-4904 495 4 . . PUNCT fis-4904 496 1 reference reference NOUN fis-4904 496 2 specimen speciman NOUN fis-4904 496 3 with with ADP fis-4904 496 4 confinement confinement ADJ fis-4904 496 5 bond bond NOUN fis-4904 496 6 stress stress NOUN fis-4904 496 7 - - PUNCT fis-4904 496 8 slip slip NOUN fis-4904 496 9 behavior behavior NOUN fis-4904 496 10 fig fig NOUN fis-4904 496 11 . . PUNCT fis-4904 497 1 25 25 NUM fis-4904 497 2 shows show VERB fis-4904 497 3 the the DET fis-4904 497 4 experimental experimental ADJ fis-4904 497 5 and and CCONJ fis-4904 497 6 finite finite ADJ fis-4904 497 7 element element NOUN fis-4904 497 8 bond bond NOUN fis-4904 497 9 stress stress NOUN fis-4904 497 10 vs. vs. ADP fis-4904 497 11 slip slip NOUN fis-4904 497 12 behavior behavior NOUN fis-4904 497 13 of of ADP fis-4904 497 14 the the DET fis-4904 497 15 reference reference NOUN fis-4904 497 16 specimen speciman NOUN fis-4904 497 17 c20#8 c20#8 VERB fis-4904 497 18 [ [ X fis-4904 497 19 12 12 NUM fis-4904 497 20 ] ] PUNCT fis-4904 497 21 , , PUNCT fis-4904 497 22 whose whose DET fis-4904 497 23 failure failure NOUN fis-4904 497 24 has have AUX fis-4904 497 25 been be AUX fis-4904 497 26 predicted predict VERB fis-4904 497 27 as as ADP fis-4904 497 28 splitting splitting NOUN fis-4904 497 29 or or CCONJ fis-4904 497 30 splitting splitting NOUN fis-4904 497 31 - - PUNCT fis-4904 497 32 pullout pullout NOUN fis-4904 497 33 failure failure NOUN fis-4904 497 34 . . PUNCT fis-4904 498 1 in in ADP fis-4904 498 2 the the DET fis-4904 498 3 finite finite ADJ fis-4904 498 4 element element NOUN fis-4904 498 5 analysis analysis NOUN fis-4904 498 6 , , PUNCT fis-4904 498 7 several several ADJ fis-4904 498 8 bond bond NOUN fis-4904 498 9 stress stress NOUN fis-4904 498 10 - - PUNCT fis-4904 498 11 to to ADP fis-4904 498 12 - - PUNCT fis-4904 498 13 slip slip NOUN fis-4904 498 14 relationships relationship NOUN fis-4904 498 15 , , PUNCT fis-4904 498 16 i.e. i.e. X fis-4904 498 17 , , PUNCT fis-4904 498 18 analytical analytical ADJ fis-4904 498 19 models model NOUN fis-4904 498 20 [ [ X fis-4904 498 21 2 2 NUM fis-4904 498 22 , , PUNCT fis-4904 498 23 9 9 NUM fis-4904 498 24 - - SYM fis-4904 498 25 12 12 NUM fis-4904 498 26 ] ] PUNCT fis-4904 498 27 , , PUNCT fis-4904 498 28 have have AUX fis-4904 498 29 been be AUX fis-4904 498 30 considered consider VERB fis-4904 498 31 , , PUNCT fis-4904 498 32 as as SCONJ fis-4904 498 33 discussed discuss VERB fis-4904 498 34 earlier early ADV fis-4904 498 35 . . PUNCT fis-4904 499 1 all all DET fis-4904 499 2 the the DET fis-4904 499 3 analytical analytical ADJ fis-4904 499 4 models model NOUN fis-4904 499 5 performed perform VERB fis-4904 499 6 well well ADV fis-4904 499 7 to to PART fis-4904 499 8 predict predict VERB fis-4904 499 9 the the DET fis-4904 499 10 bond bond NOUN fis-4904 499 11 stress stress NOUN fis-4904 499 12 slip slip NOUN fis-4904 499 13 behavior behavior NOUN fis-4904 499 14 in in ADP fis-4904 499 15 the the DET fis-4904 499 16 elastic elastic ADJ fis-4904 499 17 regime regime NOUN fis-4904 499 18 . . PUNCT fis-4904 500 1 the the DET fis-4904 500 2 finite finite PROPN fis-4904 500 3 element element NOUN fis-4904 500 4 bond bond NOUN fis-4904 500 5 stress stress NOUN fis-4904 500 6 at at ADP fis-4904 500 7 peak peak NOUN fis-4904 500 8 resistance resistance NOUN fis-4904 500 9 showed show VERB fis-4904 500 10 0.3 0.3 NUM fis-4904 500 11 ~ ~ SYM fis-4904 500 12 2.4 2.4 NUM fis-4904 500 13 mpa mpa NOUN fis-4904 500 14 deviation deviation NOUN fis-4904 500 15 when when SCONJ fis-4904 500 16 compared compare VERB fis-4904 500 17 to to ADP fis-4904 500 18 the the DET fis-4904 500 19 experimental experimental ADJ fis-4904 500 20 result result NOUN fis-4904 500 21 . . PUNCT fis-4904 501 1 the the DET fis-4904 501 2 fem fem NOUN fis-4904 501 3 developed develop VERB fis-4904 501 4 using use VERB fis-4904 501 5 the the DET fis-4904 501 6 analytical analytical ADJ fis-4904 501 7 model model NOUN fis-4904 501 8 by by ADP fis-4904 501 9 tang tang PROPN fis-4904 501 10 and and CCONJ fis-4904 501 11 cheng cheng PROPN fis-4904 502 1 [ [ X fis-4904 502 2 12 12 NUM fis-4904 502 3 ] ] PUNCT fis-4904 502 4 by by ADP fis-4904 502 5 multiple multiple ADJ fis-4904 502 6 regression regression NOUN fis-4904 502 7 showed show VERB fis-4904 502 8 the the DET fis-4904 502 9 most most ADV fis-4904 502 10 accurate accurate ADJ fis-4904 502 11 prediction prediction NOUN fis-4904 502 12 , , PUNCT fis-4904 502 13 i.e. i.e. X fis-4904 502 14 , , PUNCT fis-4904 502 15 97.9 97.9 NUM fis-4904 502 16 % % NOUN fis-4904 502 17 accuracy accuracy NOUN fis-4904 502 18 in in ADP fis-4904 502 19 predicting predict VERB fis-4904 502 20 maximum maximum ADJ fis-4904 502 21 bond bond NOUN fis-4904 502 22 stress stress NOUN fis-4904 502 23 when when SCONJ fis-4904 502 24 compared compare VERB fis-4904 502 25 to to ADP fis-4904 502 26 that that PRON fis-4904 502 27 of of ADP fis-4904 502 28 the the DET fis-4904 502 29 experimental experimental ADJ fis-4904 502 30 result result NOUN fis-4904 502 31 . . PUNCT fis-4904 503 1 the the DET fis-4904 503 2 fem fem NOUN fis-4904 503 3 has have AUX fis-4904 503 4 not not PART fis-4904 503 5 shown show VERB fis-4904 503 6 any any DET fis-4904 503 7 plateau plateau NOUN fis-4904 503 8 region region NOUN fis-4904 503 9 ( ( PUNCT fis-4904 503 10 see see VERB fis-4904 503 11 fig fig NOUN fis-4904 503 12 . . PUNCT fis-4904 504 1 25 25 NUM fis-4904 504 2 ) ) PUNCT fis-4904 504 3 because because SCONJ fis-4904 504 4 the the DET fis-4904 504 5 used use VERB fis-4904 504 6 traction traction NOUN fis-4904 504 7 separation separation NOUN fis-4904 504 8 law law NOUN fis-4904 504 9 to to PART fis-4904 504 10 approximate approximate VERB fis-4904 504 11 bond bond NOUN fis-4904 504 12 - - PUNCT fis-4904 504 13 slip slip NOUN fis-4904 504 14 behavior behavior NOUN fis-4904 504 15 has have VERB fis-4904 504 16 no no DET fis-4904 504 17 plateau plateau NOUN fis-4904 504 18 region region NOUN fis-4904 504 19 ( ( PUNCT fis-4904 504 20 see see VERB fis-4904 504 21 fig fig NOUN fis-4904 504 22 . . PUNCT fis-4904 505 1 8) 8) NUM fis-4904 505 2 . . PUNCT fis-4904 506 1 due due ADP fis-4904 506 2 to to ADP fis-4904 506 3 this this DET fis-4904 506 4 reason reason NOUN fis-4904 506 5 , , PUNCT fis-4904 506 6 slip slip VERB fis-4904 506 7 at at ADP fis-4904 506 8 maximum maximum ADJ fis-4904 506 9 bond bond NOUN fis-4904 506 10 stress stress NOUN fis-4904 506 11 has have AUX fis-4904 506 12 been be AUX fis-4904 506 13 found find VERB fis-4904 506 14 to to PART fis-4904 506 15 be be AUX fis-4904 506 16 more more ADV fis-4904 506 17 conservative conservative ADJ fis-4904 506 18 than than ADP fis-4904 506 19 that that PRON fis-4904 506 20 of of ADP fis-4904 506 21 the the DET fis-4904 506 22 experiment experiment NOUN fis-4904 506 23 . . PUNCT fis-4904 507 1 figure figure NOUN fis-4904 507 2 25 25 NUM fis-4904 507 3 : : PUNCT fis-4904 507 4 bond bond NOUN fis-4904 507 5 stress stress NOUN fis-4904 507 6 vs vs ADP fis-4904 507 7 slip slip NOUN fis-4904 507 8 for for ADP fis-4904 507 9 reference reference NOUN fis-4904 507 10 specimen speciman NOUN fis-4904 507 11 c20#8 c20#8 VERB fis-4904 507 12 [ [ X fis-4904 507 13 12 12 NUM fis-4904 507 14 ] ] PUNCT fis-4904 507 15 . . PUNCT fis-4904 508 1 failure failure NOUN fis-4904 508 2 modes mode VERB fis-4904 508 3 the the DET fis-4904 508 4 reference reference NOUN fis-4904 508 5 specimen speciman NOUN fis-4904 508 6 c20#8 c20#8 VERB fis-4904 508 7 [ [ X fis-4904 508 8 12 12 NUM fis-4904 508 9 ] ] PUNCT fis-4904 508 10 failed fail VERB fis-4904 508 11 at at ADP fis-4904 508 12 concrete concrete ADJ fis-4904 508 13 splitting splitting NOUN fis-4904 508 14 in in ADP fis-4904 508 15 the the DET fis-4904 508 16 experiment experiment NOUN fis-4904 508 17 ( ( PUNCT fis-4904 508 18 see see VERB fis-4904 508 19 fig fig NOUN fis-4904 508 20 . . PUNCT fis-4904 509 1 26 26 NUM fis-4904 509 2 ( ( PUNCT fis-4904 509 3 a a NOUN fis-4904 509 4 ) ) PUNCT fis-4904 509 5 ) ) PUNCT fis-4904 509 6 . . PUNCT fis-4904 510 1 in in ADP fis-4904 510 2 fe fe NOUN fis-4904 510 3 models model NOUN fis-4904 510 4 developed develop VERB fis-4904 510 5 for for ADP fis-4904 510 6 all all DET fis-4904 510 7 analytical analytical ADJ fis-4904 510 8 models model NOUN fis-4904 510 9 [ [ X fis-4904 510 10 2 2 NUM fis-4904 510 11 , , PUNCT fis-4904 510 12 9 9 NUM fis-4904 510 13 - - SYM fis-4904 510 14 12 12 NUM fis-4904 510 15 ] ] PUNCT fis-4904 510 16 , , PUNCT fis-4904 510 17 failure failure NOUN fis-4904 510 18 has have AUX fis-4904 510 19 been be AUX fis-4904 510 20 initiated initiate VERB fis-4904 510 21 by by ADP fis-4904 510 22 splitting splitting NOUN fis-4904 510 23 followed follow VERB fis-4904 510 24 by by ADP fis-4904 510 25 pullout pullout NOUN fis-4904 510 26 failure failure NOUN fis-4904 510 27 . . PUNCT fis-4904 511 1 for for ADP fis-4904 511 2 instance instance NOUN fis-4904 511 3 , , PUNCT fis-4904 511 4 the the DET fis-4904 511 5 failure failure NOUN fis-4904 511 6 mechanism mechanism NOUN fis-4904 511 7 , , PUNCT fis-4904 511 8 at at ADP fis-4904 511 9 peak peak NOUN fis-4904 511 10 resistance resistance NOUN fis-4904 511 11 , , PUNCT fis-4904 511 12 of of ADP fis-4904 511 13 the the DET fis-4904 511 14 fe fe PROPN fis-4904 511 15 model model NOUN fis-4904 511 16 developed develop VERB fis-4904 511 17 using use VERB fis-4904 511 18 the the DET fis-4904 511 19 analytical analytical ADJ fis-4904 511 20 model model NOUN fis-4904 511 21 by by ADP fis-4904 511 22 tang tang PROPN fis-4904 511 23 and and CCONJ fis-4904 511 24 cheng cheng PROPN fis-4904 512 1 [ [ X fis-4904 512 2 12 12 NUM fis-4904 512 3 ] ] PUNCT fis-4904 512 4 by by ADP fis-4904 512 5 multiple multiple ADJ fis-4904 512 6 regression regression NOUN fis-4904 512 7 is be AUX fis-4904 512 8 illustrated illustrate VERB fis-4904 512 9 in in ADP fis-4904 512 10 fig fig NOUN fis-4904 512 11 . . PUNCT fis-4904 513 1 26 26 NUM fis-4904 513 2 ( ( PUNCT fis-4904 513 3 b)-(c b)-(c PROPN fis-4904 513 4 ) ) PUNCT fis-4904 513 5 . . PUNCT fis-4904 514 1 fig fig NOUN fis-4904 514 2 . . PUNCT fis-4904 515 1 26 26 NUM fis-4904 515 2 ( ( PUNCT fis-4904 515 3 b b NOUN fis-4904 515 4 ) ) PUNCT fis-4904 515 5 shows show VERB fis-4904 515 6 that that SCONJ fis-4904 515 7 the the DET fis-4904 515 8 surrounding surround VERB fis-4904 515 9 concrete concrete NOUN fis-4904 515 10 of of ADP fis-4904 515 11 the the DET fis-4904 515 12 bonded bond VERB fis-4904 515 13 region region NOUN fis-4904 515 14 nearly nearly ADV fis-4904 515 15 failed fail VERB fis-4904 515 16 due due ADP fis-4904 515 17 to to ADP fis-4904 515 18 tension tension NOUN fis-4904 515 19 at at ADP fis-4904 515 20 peak peak NOUN fis-4904 515 21 resistance resistance NOUN fis-4904 515 22 , , PUNCT fis-4904 515 23 as as SCONJ fis-4904 515 24 the the DET fis-4904 515 25 tension tension NOUN fis-4904 515 26 damage damage NOUN fis-4904 515 27 factor factor NOUN fis-4904 515 28 is be AUX fis-4904 515 29 very very ADV fis-4904 515 30 close close ADJ fis-4904 515 31 to to ADP fis-4904 515 32 unity unity NOUN fis-4904 515 33 ( ( PUNCT fis-4904 515 34 dt dt NOUN fis-4904 515 35 = = NOUN fis-4904 515 36 0.89 0.89 NUM fis-4904 515 37 ) ) PUNCT fis-4904 515 38 . . PUNCT fis-4904 516 1 meanwhile meanwhile ADV fis-4904 516 2 , , PUNCT fis-4904 516 3 the the DET fis-4904 516 4 scaler scaler ADJ fis-4904 516 5 stiffness stiffness NOUN fis-4904 516 6 degradation degradation NOUN fis-4904 516 7 ( ( PUNCT fis-4904 516 8 sdeg sdeg ADJ fis-4904 516 9 ) ) PUNCT fis-4904 516 10 variable variable NOUN fis-4904 516 11 of of ADP fis-4904 516 12 the the DET fis-4904 516 13 bonded bond VERB fis-4904 516 14 concrete concrete ADJ fis-4904 516 15 region region NOUN fis-4904 516 16 , , PUNCT fis-4904 516 17 as as SCONJ fis-4904 516 18 shown show VERB fis-4904 516 19 in in ADP fis-4904 516 20 fig fig NOUN fis-4904 516 21 . . PUNCT fis-4904 517 1 26 26 NUM fis-4904 517 2 ( ( PUNCT fis-4904 517 3 c c NOUN fis-4904 517 4 ) ) PUNCT fis-4904 517 5 , , PUNCT fis-4904 517 6 was be AUX fis-4904 517 7 found find VERB fis-4904 517 8 to to PART fis-4904 517 9 be be AUX fis-4904 517 10 0.75 0.75 NUM fis-4904 517 11 at at ADP fis-4904 517 12 peak peak NOUN fis-4904 517 13 , , PUNCT fis-4904 517 14 indicating indicate VERB fis-4904 517 15 that that SCONJ fis-4904 517 16 the the DET fis-4904 517 17 border border NOUN fis-4904 517 18 region region NOUN fis-4904 517 19 of of ADP fis-4904 517 20 the the DET fis-4904 517 21 concrete concrete NOUN fis-4904 517 22 is be AUX fis-4904 517 23 still still ADV fis-4904 517 24 not not PART fis-4904 517 25 damaged damage VERB fis-4904 517 26 completely completely ADV fis-4904 517 27 . . PUNCT fis-4904 518 1 therefore therefore ADV fis-4904 518 2 , , PUNCT fis-4904 518 3 pullout pullout NOUN fis-4904 518 4 failure failure NOUN fis-4904 518 5 has have AUX fis-4904 518 6 not not PART fis-4904 518 7 been be AUX fis-4904 518 8 started start VERB fis-4904 518 9 at at ADP fis-4904 518 10 the the DET fis-4904 518 11 peak peak NOUN fis-4904 518 12 resistance resistance NOUN fis-4904 518 13 . . PUNCT fis-4904 519 1 furthermore furthermore ADV fis-4904 519 2 , , PUNCT fis-4904 519 3 the the DET fis-4904 519 4 contact contact NOUN fis-4904 519 5 status status NOUN fis-4904 519 6 of of ADP fis-4904 519 7 the the DET fis-4904 519 8 bonded bond VERB fis-4904 519 9 surface surface NOUN fis-4904 519 10 has have AUX fis-4904 519 11 been be AUX fis-4904 519 12 checked check VERB fis-4904 519 13 to to PART fis-4904 519 14 ensure ensure VERB fis-4904 519 15 the the DET fis-4904 519 16 failure failure NOUN fis-4904 519 17 mechanism mechanism NOUN fis-4904 519 18 was be AUX fis-4904 519 19 correct correct ADJ fis-4904 519 20 . . PUNCT fis-4904 520 1 at at ADP fis-4904 520 2 peak peak NOUN fis-4904 520 3 resistance resistance NOUN fis-4904 520 4 , , PUNCT fis-4904 520 5 where where SCONJ fis-4904 520 6 a a DET fis-4904 520 7 slip slip NOUN fis-4904 520 8 of of ADP fis-4904 520 9 0.73 0.73 NUM fis-4904 520 10 mm mm NOUN fis-4904 520 11 occurred occur VERB fis-4904 520 12 , , PUNCT fis-4904 520 13 both both CCONJ fis-4904 520 14 concrete concrete ADJ fis-4904 520 15 and and CCONJ fis-4904 520 16 rebar rebar ADJ fis-4904 520 17 regions region NOUN fis-4904 520 18 mostly mostly ADV fis-4904 520 19 bonded bond VERB fis-4904 520 20 with with ADP fis-4904 520 21 each each DET fis-4904 520 22 other other ADJ fis-4904 520 23 , , PUNCT fis-4904 520 24 as as SCONJ fis-4904 520 25 shown show VERB fis-4904 520 26 in in ADP fis-4904 520 27 fig fig NOUN fis-4904 520 28 . . PUNCT fis-4904 521 1 27 27 NUM fis-4904 521 2 . . PUNCT fis-4904 522 1 however however ADV fis-4904 522 2 , , PUNCT fis-4904 522 3 at at ADP fis-4904 522 4 the the DET fis-4904 522 5 final final ADJ fis-4904 522 6 loading loading NOUN fis-4904 522 7 stage stage NOUN fis-4904 522 8 , , PUNCT fis-4904 522 9 i.e. i.e. X fis-4904 522 10 , , PUNCT fis-4904 522 11 a a DET fis-4904 522 12 slip slip NOUN fis-4904 522 13 of of ADP fis-4904 522 14 15 15 NUM fis-4904 522 15 mm mm NOUN fis-4904 522 16 , , PUNCT fis-4904 522 17 the the DET fis-4904 522 18 bonded bond VERB fis-4904 522 19 portion portion NOUN fis-4904 522 20 of of ADP fis-4904 522 21 rebar rebar NOUN fis-4904 522 22 has have AUX fis-4904 522 23 m. m. PROPN fis-4904 522 24 b. b. PROPN fis-4904 522 25 prince prince PROPN fis-4904 522 26 et et PROPN fis-4904 522 27 alii alii PROPN fis-4904 522 28 , , PUNCT fis-4904 522 29 frattura frattura PROPN fis-4904 522 30 ed ed PROPN fis-4904 522 31 integrità integrità PROPN fis-4904 522 32 strutturale strutturale PROPN fis-4904 522 33 , , PUNCT fis-4904 522 34 69 69 NUM fis-4904 522 35 ( ( PUNCT fis-4904 522 36 2024 2024 NUM fis-4904 522 37 ) ) PUNCT fis-4904 522 38 154 154 NUM fis-4904 522 39 - - SYM fis-4904 522 40 180 180 NUM fis-4904 522 41 ; ; PUNCT fis-4904 522 42 doi doi NOUN fis-4904 522 43 : : PUNCT fis-4904 522 44 10.3221 10.3221 NUM fis-4904 522 45 / / SYM fis-4904 522 46 igf igf PROPN fis-4904 522 47 - - PUNCT fis-4904 522 48 esis.69.12 esis.69.12 PROPN fis-4904 522 49 175 175 NUM fis-4904 522 50 started start VERB fis-4904 522 51 to to PART fis-4904 522 52 slide slide VERB fis-4904 522 53 over over ADP fis-4904 522 54 concrete concrete NOUN fis-4904 522 55 , , PUNCT fis-4904 522 56 and and CCONJ fis-4904 522 57 some some DET fis-4904 522 58 regions region NOUN fis-4904 522 59 have have AUX fis-4904 522 60 not not PART fis-4904 522 61 been be AUX fis-4904 522 62 in in ADP fis-4904 522 63 contact contact NOUN fis-4904 522 64 with with ADP fis-4904 522 65 each each DET fis-4904 522 66 other other ADJ fis-4904 522 67 , , PUNCT fis-4904 522 68 which which PRON fis-4904 522 69 indicates indicate VERB fis-4904 522 70 a a DET fis-4904 522 71 partial partial ADJ fis-4904 522 72 pullout pullout NOUN fis-4904 522 73 failure failure NOUN fis-4904 522 74 at at ADP fis-4904 522 75 the the DET fis-4904 522 76 end end NOUN fis-4904 522 77 stage stage NOUN fis-4904 522 78 . . PUNCT fis-4904 523 1 fig fig NOUN fis-4904 523 2 . . PUNCT fis-4904 524 1 28 28 NUM fis-4904 524 2 shows show VERB fis-4904 524 3 the the DET fis-4904 524 4 nature nature NOUN fis-4904 524 5 of of ADP fis-4904 524 6 crack crack VERB fis-4904 524 7 propagation propagation NOUN fis-4904 524 8 in in ADP fis-4904 524 9 reference reference NOUN fis-4904 524 10 specimen speciman NOUN fis-4904 524 11 c20#8 c20#8 VERB fis-4904 524 12 . . PUNCT fis-4904 525 1 the the DET fis-4904 525 2 concrete concrete ADJ fis-4904 525 3 crack crack NOUN fis-4904 525 4 starts start VERB fis-4904 525 5 to to PART fis-4904 525 6 spread spread VERB fis-4904 525 7 radially radially ADV fis-4904 525 8 at at ADP fis-4904 525 9 the the DET fis-4904 525 10 beginning beginning NOUN fis-4904 525 11 of of ADP fis-4904 525 12 the the DET fis-4904 525 13 analysis analysis NOUN fis-4904 525 14 when when SCONJ fis-4904 525 15 the the DET fis-4904 525 16 slip slip NOUN fis-4904 525 17 is be AUX fis-4904 525 18 0.01 0.01 NUM fis-4904 525 19 mm mm NOUN fis-4904 525 20 . . PUNCT fis-4904 526 1 however however ADV fis-4904 526 2 , , PUNCT fis-4904 526 3 as as SCONJ fis-4904 526 4 it it PRON fis-4904 526 5 reaches reach VERB fis-4904 526 6 the the DET fis-4904 526 7 transverse transverse NOUN fis-4904 526 8 reinforcement reinforcement NOUN fis-4904 526 9 , , PUNCT fis-4904 526 10 the the DET fis-4904 526 11 crack crack NOUN fis-4904 526 12 propagation propagation NOUN fis-4904 526 13 reduces reduce VERB fis-4904 526 14 . . PUNCT fis-4904 527 1 at at ADP fis-4904 527 2 a a DET fis-4904 527 3 slip slip NOUN fis-4904 527 4 of of ADP fis-4904 527 5 0.73 0.73 NUM fis-4904 527 6 mm mm NOUN fis-4904 527 7 , , PUNCT fis-4904 527 8 damage damage NOUN fis-4904 527 9 was be AUX fis-4904 527 10 found find VERB fis-4904 527 11 in in ADP fis-4904 527 12 the the DET fis-4904 527 13 concrete concrete NOUN fis-4904 527 14 near near ADP fis-4904 527 15 the the DET fis-4904 527 16 bonded bond VERB fis-4904 527 17 area area NOUN fis-4904 527 18 and and CCONJ fis-4904 527 19 concrete concrete ADJ fis-4904 527 20 face face NOUN fis-4904 527 21 . . PUNCT fis-4904 528 1 despite despite SCONJ fis-4904 528 2 the the DET fis-4904 528 3 crack crack NOUN fis-4904 528 4 propagation propagation NOUN fis-4904 528 5 starting start VERB fis-4904 528 6 at at ADP fis-4904 528 7 the the DET fis-4904 528 8 beginning beginning NOUN fis-4904 528 9 , , PUNCT fis-4904 528 10 the the DET fis-4904 528 11 reference reference NOUN fis-4904 528 12 specimen speciman NOUN fis-4904 528 13 still still ADV fis-4904 528 14 undergoes undergo VERB fis-4904 528 15 a a DET fis-4904 528 16 15 15 NUM fis-4904 528 17 mm mm NOUN fis-4904 528 18 slip slip NOUN fis-4904 528 19 without without ADP fis-4904 528 20 dropping drop VERB fis-4904 528 21 bond bond NOUN fis-4904 528 22 stress stress NOUN fis-4904 528 23 altogether altogether ADV fis-4904 528 24 . . PUNCT fis-4904 529 1 ( ( PUNCT fis-4904 529 2 a a X fis-4904 529 3 ) ) PUNCT fis-4904 529 4 ( ( PUNCT fis-4904 529 5 b b X fis-4904 529 6 ) ) PUNCT fis-4904 529 7 ( ( PUNCT fis-4904 529 8 c c X fis-4904 529 9 ) ) PUNCT fis-4904 529 10 figure figure NOUN fis-4904 529 11 26 26 NUM fis-4904 529 12 : : PUNCT fis-4904 529 13 failure failure NOUN fis-4904 529 14 pattern pattern NOUN fis-4904 529 15 of of ADP fis-4904 529 16 reference reference NOUN fis-4904 529 17 specimen speciman NOUN fis-4904 529 18 c20#8 c20#8 VERB fis-4904 529 19 [ [ X fis-4904 529 20 12 12 NUM fis-4904 529 21 ] ] PUNCT fis-4904 529 22 ( ( PUNCT fis-4904 529 23 a a X fis-4904 529 24 ) ) PUNCT fis-4904 529 25 experimental experimental ADJ fis-4904 529 26 ( ( PUNCT fis-4904 529 27 b b NOUN fis-4904 529 28 ) ) PUNCT fis-4904 529 29 damaget damaget NOUN fis-4904 529 30 output output NOUN fis-4904 529 31 of of ADP fis-4904 529 32 numerical numerical ADJ fis-4904 529 33 model model NOUN fis-4904 529 34 ( ( PUNCT fis-4904 529 35 c c NOUN fis-4904 529 36 ) ) PUNCT fis-4904 529 37 sdeg sdeg ADJ fis-4904 529 38 output output NOUN fis-4904 529 39 for for ADP fis-4904 529 40 concrete concrete ADJ fis-4904 529 41 - - PUNCT fis-4904 529 42 reinforcement reinforcement NOUN fis-4904 529 43 bonded bond VERB fis-4904 529 44 region region NOUN fis-4904 529 45 . . PUNCT fis-4904 530 1 figure figure VERB fis-4904 530 2 27 27 NUM fis-4904 530 3 : : PUNCT fis-4904 530 4 contact contact NOUN fis-4904 530 5 status status NOUN fis-4904 530 6 of of ADP fis-4904 530 7 bonded bond VERB fis-4904 530 8 region region NOUN fis-4904 530 9 of of ADP fis-4904 530 10 concrete concrete ADJ fis-4904 530 11 - - PUNCT fis-4904 530 12 reinforcement reinforcement NOUN fis-4904 530 13 of of ADP fis-4904 530 14 reference reference NOUN fis-4904 530 15 specimen speciman NOUN fis-4904 530 16 c20#8 c20#8 VERB fis-4904 530 17 [ [ X fis-4904 530 18 12 12 NUM fis-4904 530 19 ] ] PUNCT fis-4904 530 20 . . PUNCT fis-4904 531 1 m. m. PROPN fis-4904 531 2 b. b. PROPN fis-4904 531 3 prince prince PROPN fis-4904 531 4 et et PROPN fis-4904 531 5 alii alii PROPN fis-4904 531 6 , , PUNCT fis-4904 531 7 frattura frattura PROPN fis-4904 531 8 ed ed PROPN fis-4904 531 9 integrità integrità PROPN fis-4904 531 10 strutturale strutturale PROPN fis-4904 531 11 , , PUNCT fis-4904 531 12 69 69 NUM fis-4904 531 13 ( ( PUNCT fis-4904 531 14 2024 2024 NUM fis-4904 531 15 ) ) PUNCT fis-4904 531 16 154 154 NUM fis-4904 531 17 - - SYM fis-4904 531 18 180 180 NUM fis-4904 531 19 ; ; PUNCT fis-4904 531 20 doi doi NOUN fis-4904 531 21 : : PUNCT fis-4904 531 22 10.3221 10.3221 NUM fis-4904 531 23 / / SYM fis-4904 531 24 igf igf PROPN fis-4904 531 25 - - PUNCT fis-4904 531 26 esis.69.12 esis.69.12 PROPN fis-4904 531 27 176 176 NUM fis-4904 531 28 figure figure NOUN fis-4904 531 29 28 28 NUM fis-4904 531 30 : : PUNCT fis-4904 531 31 crack crack VERB fis-4904 531 32 propagation propagation NOUN fis-4904 531 33 in in ADP fis-4904 531 34 reference reference NOUN fis-4904 531 35 specimen speciman NOUN fis-4904 531 36 c20#8 c20#8 VERB fis-4904 531 37 . . PUNCT fis-4904 532 1 performance performance NOUN fis-4904 532 2 evaluation evaluation NOUN fis-4904 532 3 of of ADP fis-4904 532 4 the the DET fis-4904 532 5 proposed propose VERB fis-4904 532 6 fe fe NOUN fis-4904 532 7 modelling model VERB fis-4904 532 8 strategy strategy NOUN fis-4904 532 9 and and CCONJ fis-4904 532 10 analysis analysis NOUN fis-4904 532 11 the the DET fis-4904 532 12 performance performance NOUN fis-4904 532 13 of of ADP fis-4904 532 14 the the DET fis-4904 532 15 finite finite ADJ fis-4904 532 16 element element NOUN fis-4904 532 17 modelling model VERB fis-4904 532 18 strategy strategy NOUN fis-4904 532 19 and and CCONJ fis-4904 532 20 analysis analysis NOUN fis-4904 532 21 has have AUX fis-4904 532 22 been be AUX fis-4904 532 23 evaluated evaluate VERB fis-4904 532 24 by by ADP fis-4904 532 25 comparing compare VERB fis-4904 532 26 the the DET fis-4904 532 27 maximum maximum ADJ fis-4904 532 28 bond bond NOUN fis-4904 532 29 stress stress NOUN fis-4904 532 30 and and CCONJ fis-4904 532 31 failure failure NOUN fis-4904 532 32 mechanism mechanism NOUN fis-4904 532 33 in in ADP fis-4904 532 34 fe fe NOUN fis-4904 532 35 analysis analysis NOUN fis-4904 532 36 with with ADP fis-4904 532 37 that that PRON fis-4904 532 38 of of ADP fis-4904 532 39 in in ADP fis-4904 532 40 reference reference NOUN fis-4904 532 41 experiments experiment NOUN fis-4904 532 42 . . PUNCT fis-4904 533 1 the the DET fis-4904 533 2 maximum maximum ADJ fis-4904 533 3 bond bond NOUN fis-4904 533 4 stresses stress NOUN fis-4904 533 5 and and CCONJ fis-4904 533 6 failure failure NOUN fis-4904 533 7 mechanisms mechanism NOUN fis-4904 533 8 of of ADP fis-4904 533 9 the the DET fis-4904 533 10 reference reference NOUN fis-4904 533 11 specimens specimen VERB fis-4904 533 12 in in ADP fis-4904 533 13 the the DET fis-4904 533 14 experiment experiment NOUN fis-4904 533 15 and and CCONJ fis-4904 533 16 fe fe NOUN fis-4904 533 17 analysis analysis NOUN fis-4904 533 18 are be AUX fis-4904 533 19 summarized summarize VERB fis-4904 533 20 in in ADP fis-4904 533 21 tab tab NOUN fis-4904 533 22 . . PUNCT fis-4904 534 1 7 7 X fis-4904 534 2 . . X fis-4904 534 3 in in ADP fis-4904 534 4 addition addition NOUN fis-4904 534 5 , , PUNCT fis-4904 534 6 the the DET fis-4904 534 7 ratio ratio NOUN fis-4904 534 8 of of ADP fis-4904 534 9 the the DET fis-4904 534 10 experimental experimental ADJ fis-4904 534 11 to to ADP fis-4904 534 12 fe fe PROPN fis-4904 534 13 maximum maximum ADJ fis-4904 534 14 bond bond NOUN fis-4904 534 15 stresses stress NOUN fis-4904 534 16 , , PUNCT fis-4904 534 17 along along ADP fis-4904 534 18 with with ADP fis-4904 534 19 the the DET fis-4904 534 20 failure failure NOUN fis-4904 534 21 mechanism mechanism NOUN fis-4904 534 22 , , PUNCT fis-4904 534 23 is be AUX fis-4904 534 24 shown show VERB fis-4904 534 25 in in ADP fis-4904 534 26 fig fig NOUN fis-4904 534 27 . . PUNCT fis-4904 535 1 29 29 NUM fis-4904 535 2 . . PUNCT fis-4904 536 1 it it PRON fis-4904 536 2 is be AUX fis-4904 536 3 evident evident ADJ fis-4904 536 4 that that SCONJ fis-4904 536 5 the the DET fis-4904 536 6 developed develop VERB fis-4904 536 7 fe fe NOUN fis-4904 536 8 models model NOUN fis-4904 536 9 could could AUX fis-4904 536 10 predict predict VERB fis-4904 536 11 the the DET fis-4904 536 12 maximum maximum ADJ fis-4904 536 13 bond bond NOUN fis-4904 536 14 stresses stress VERB fis-4904 536 15 fairly fairly ADV fis-4904 536 16 in in ADP fis-4904 536 17 most most ADJ fis-4904 536 18 of of ADP fis-4904 536 19 the the DET fis-4904 536 20 reference reference NOUN fis-4904 536 21 specimens specimen NOUN fis-4904 536 22 except except SCONJ fis-4904 536 23 the the DET fis-4904 536 24 reference reference NOUN fis-4904 536 25 specimen speciman NOUN fis-4904 536 26 that that PRON fis-4904 536 27 have have AUX fis-4904 536 28 cover cover NOUN fis-4904 536 29 to to ADP fis-4904 536 30 depth depth NOUN fis-4904 536 31 ratio ratio NOUN fis-4904 536 32 ( ( PUNCT fis-4904 536 33 c c NOUN fis-4904 536 34 / / SYM fis-4904 536 35 d d NOUN fis-4904 536 36 ) ) PUNCT fis-4904 536 37 near near ADP fis-4904 536 38 to to ADP fis-4904 536 39 3.41 3.41 NUM fis-4904 536 40 , , PUNCT fis-4904 536 41 which which PRON fis-4904 536 42 has have AUX fis-4904 536 43 been be AUX fis-4904 536 44 considered consider VERB fis-4904 536 45 as as ADP fis-4904 536 46 a a DET fis-4904 536 47 margin margin NOUN fis-4904 536 48 to to PART fis-4904 536 49 have have VERB fis-4904 536 50 pullout pullout NOUN fis-4904 536 51 or or CCONJ fis-4904 536 52 spitting spitting NOUN fis-4904 536 53 failure failure NOUN fis-4904 536 54 as as SCONJ fis-4904 536 55 suggested suggest VERB fis-4904 536 56 by by ADP fis-4904 536 57 deng deng PROPN fis-4904 536 58 et et PROPN fis-4904 536 59 al al PROPN fis-4904 536 60 . . PUNCT fis-4904 537 1 [ [ X fis-4904 537 2 21 21 NUM fis-4904 537 3 ] ] PUNCT fis-4904 537 4 . . PUNCT fis-4904 538 1 the the DET fis-4904 538 2 experimental experimental ADJ fis-4904 538 3 to to ADP fis-4904 538 4 fe fe PROPN fis-4904 538 5 maximum maximum ADJ fis-4904 538 6 bond bond NOUN fis-4904 538 7 stresses stress VERB fis-4904 538 8 ratio ratio NOUN fis-4904 538 9 was be AUX fis-4904 538 10 in in ADP fis-4904 538 11 a a DET fis-4904 538 12 range range NOUN fis-4904 538 13 of of ADP fis-4904 538 14 0.85 0.85 NUM fis-4904 538 15 ~ ~ SYM fis-4904 538 16 1.22 1.22 NUM fis-4904 538 17 , , PUNCT fis-4904 538 18 except except SCONJ fis-4904 538 19 for for ADP fis-4904 538 20 the the DET fis-4904 538 21 aforementioned aforementioned ADJ fis-4904 538 22 reference reference NOUN fis-4904 538 23 specimen speciman NOUN fis-4904 538 24 . . PUNCT fis-4904 539 1 notably notably ADV fis-4904 539 2 , , PUNCT fis-4904 539 3 the the DET fis-4904 539 4 maximum maximum ADJ fis-4904 539 5 bond bond NOUN fis-4904 539 6 stresses stress NOUN fis-4904 539 7 of of ADP fis-4904 539 8 the the DET fis-4904 539 9 reference reference NOUN fis-4904 539 10 specimens specimen VERB fis-4904 539 11 with with ADP fis-4904 539 12 experimental experimental ADJ fis-4904 539 13 pullout pullout NOUN fis-4904 539 14 , , PUNCT fis-4904 539 15 splitting split VERB fis-4904 539 16 with with ADP fis-4904 539 17 confinement confinement NOUN fis-4904 539 18 , , PUNCT fis-4904 539 19 and and CCONJ fis-4904 539 20 combined combined ADJ fis-4904 539 21 failure failure NOUN fis-4904 539 22 could could AUX fis-4904 539 23 be be AUX fis-4904 539 24 estimated estimate VERB fis-4904 539 25 closely closely ADV fis-4904 539 26 by by ADP fis-4904 539 27 the the DET fis-4904 539 28 analytical analytical ADJ fis-4904 539 29 models model NOUN fis-4904 539 30 suggested suggest VERB fis-4904 539 31 by by ADP fis-4904 539 32 sturm sturm PROPN fis-4904 539 33 & & CCONJ fis-4904 539 34 visintin visintin PROPN fis-4904 540 1 [ [ X fis-4904 540 2 3 3 NUM fis-4904 540 3 ] ] PUNCT fis-4904 540 4 , , PUNCT fis-4904 540 5 tang tang NOUN fis-4904 540 6 and and CCONJ fis-4904 540 7 cheng cheng PROPN fis-4904 541 1 [ [ X fis-4904 541 2 12 12 NUM fis-4904 541 3 ] ] PUNCT fis-4904 541 4 , , PUNCT fis-4904 541 5 esfahani esfahani PROPN fis-4904 541 6 and and CCONJ fis-4904 541 7 rangan rangan VERB fis-4904 541 8 [ [ X fis-4904 541 9 4 4 NUM fis-4904 541 10 ] ] PUNCT fis-4904 541 11 , , PUNCT fis-4904 541 12 respectively respectively ADV fis-4904 541 13 with with SCONJ fis-4904 541 14 experimental experimental ADJ fis-4904 541 15 to to ADP fis-4904 541 16 fe fe PROPN fis-4904 541 17 maximum maximum ADJ fis-4904 541 18 bond bond NOUN fis-4904 541 19 stresses stress VERB fis-4904 541 20 ratio ratio NOUN fis-4904 541 21 of of ADP fis-4904 541 22 0.97 0.97 NUM fis-4904 541 23 , , PUNCT fis-4904 541 24 1.02 1.02 NUM fis-4904 541 25 and and CCONJ fis-4904 541 26 1.00 1.00 NUM fis-4904 541 27 , , PUNCT fis-4904 541 28 respectively respectively ADV fis-4904 541 29 . . PUNCT fis-4904 542 1 in in ADP fis-4904 542 2 addition addition NOUN fis-4904 542 3 , , PUNCT fis-4904 542 4 the the DET fis-4904 542 5 developed develop VERB fis-4904 542 6 fe fe NOUN fis-4904 542 7 models model NOUN fis-4904 542 8 could could AUX fis-4904 542 9 predict predict VERB fis-4904 542 10 the the DET fis-4904 542 11 failure failure NOUN fis-4904 542 12 mechanisms mechanism NOUN fis-4904 542 13 correctly correctly ADV fis-4904 542 14 when when SCONJ fis-4904 542 15 c c X fis-4904 542 16 / / SYM fis-4904 542 17 d d NOUN fis-4904 542 18 is be AUX fis-4904 542 19 less less ADJ fis-4904 542 20 than than ADP fis-4904 542 21 3.41 3.41 NUM fis-4904 542 22 , , PUNCT fis-4904 542 23 below below ADP fis-4904 542 24 which which DET fis-4904 542 25 splitting splitting NOUN fis-4904 542 26 or or CCONJ fis-4904 542 27 combined combine VERB fis-4904 542 28 failures failure NOUN fis-4904 542 29 were be AUX fis-4904 542 30 observed observe VERB fis-4904 542 31 in in ADP fis-4904 542 32 experiments experiment NOUN fis-4904 542 33 . . PUNCT fis-4904 543 1 reference reference NOUN fis-4904 543 2 specimen speciman NOUN fis-4904 543 3 experimental experimental ADJ fis-4904 543 4 finite finite PROPN fis-4904 543 5 element element PROPN fis-4904 543 6 analysis analysis NOUN fis-4904 543 7 max max PROPN fis-4904 543 8 , , PUNCT fis-4904 543 9 exp exp NOUN fis-4904 543 10 max max PROPN fis-4904 543 11 , , PUNCT fis-4904 543 12 fem fem X fis-4904 543 13 τ τ PROPN fis-4904 543 14       SPACE fis-4904 543 15 τ τ PROPN fis-4904 543 16       SPACE fis-4904 543 17 observed observe VERB fis-4904 543 18 failure failure NOUN fis-4904 543 19 mode mode NOUN fis-4904 543 20 observed observe VERB fis-4904 543 21 τmax τmax NOUN fis-4904 543 22 ( ( PUNCT fis-4904 543 23 mpa mpa PROPN fis-4904 543 24 ) ) PUNCT fis-4904 543 25 adopted adopt VERB fis-4904 543 26 models model NOUN fis-4904 543 27 fem fem X fis-4904 543 28 τmax τmax NOUN fis-4904 543 29 ( ( PUNCT fis-4904 543 30 mpa mpa PROPN fis-4904 543 31 ) ) PUNCT fis-4904 543 32 fem fem NOUN fis-4904 543 33 failure failure NOUN fis-4904 543 34 e1r16 e1r16 VERB fis-4904 543 35 pullout pullout NOUN fis-4904 543 36 18.04 18.04 NUM fis-4904 543 37 mc2010 mc2010 NOUN fis-4904 543 38 - - PUNCT fis-4904 543 39 pf pf NOUN fis-4904 543 40 [ [ X fis-4904 543 41 2 2 NUM fis-4904 543 42 ] ] SYM fis-4904 543 43 20.81 20.81 NUM fis-4904 543 44 initiated initiate VERB fis-4904 543 45 by by ADP fis-4904 543 46 splitting splitting NOUN fis-4904 543 47 , , PUNCT fis-4904 543 48 followed follow VERB fis-4904 543 49 by by ADP fis-4904 543 50 partial partial ADJ fis-4904 543 51 pullout pullout NOUN fis-4904 543 52 0.87 0.87 NUM fis-4904 543 53 sturm sturm X fis-4904 543 54 and and CCONJ fis-4904 543 55 visintin visintin VERB fis-4904 543 56 [ [ X fis-4904 543 57 3 3 NUM fis-4904 543 58 ] ] SYM fis-4904 543 59 18.64 18.64 NUM fis-4904 543 60 initiated initiate VERB fis-4904 543 61 by by ADP fis-4904 543 62 splitting splitting NOUN fis-4904 543 63 , , PUNCT fis-4904 543 64 followed follow VERB fis-4904 543 65 by by ADP fis-4904 543 66 partial partial ADJ fis-4904 543 67 pullout pullout NOUN fis-4904 543 68 0.97 0.97 NUM fis-4904 543 69 esfahani esfahani NOUN fis-4904 543 70 and and CCONJ fis-4904 543 71 rangan rangan VERB fis-4904 543 72 [ [ X fis-4904 543 73 4 4 X fis-4904 543 74 ] ] SYM fis-4904 543 75 21.30 21.30 NUM fis-4904 543 76 steel steel NOUN fis-4904 543 77 yielded yield VERB fis-4904 543 78 0.85 0.85 NUM fis-4904 543 79 harajli harajli NOUN fis-4904 543 80 et et PROPN fis-4904 543 81 al al PROPN fis-4904 543 82 . . PUNCT fis-4904 544 1 [ [ X fis-4904 544 2 5 5 NUM fis-4904 544 3 ] ] SYM fis-4904 544 4 21.30 21.30 NUM fis-4904 544 5 steel steel NOUN fis-4904 544 6 yielded yield VERB fis-4904 544 7 0.85 0.85 NUM fis-4904 544 8 huang huang PROPN fis-4904 544 9 et et PROPN fis-4904 544 10 al al PROPN fis-4904 544 11 . . PUNCT fis-4904 545 1 [ [ X fis-4904 545 2 6 6 NUM fis-4904 545 3 ] ] SYM fis-4904 545 4 21.19 21.19 NUM fis-4904 545 5 steel steel NOUN fis-4904 545 6 yielded yield VERB fis-4904 545 7 0.85 0.85 NUM fis-4904 545 8 c1r20 c1r20 ADJ fis-4904 545 9 splitting splitting NOUN fis-4904 545 10 17.48 17.48 NUM fis-4904 545 11 mc2010 mc2010 NOUN fis-4904 545 12 - - PUNCT fis-4904 545 13 sf sf NOUN fis-4904 545 14 [ [ X fis-4904 545 15 2 2 NUM fis-4904 545 16 ] ] PUNCT fis-4904 545 17 7.73 7.73 NUM fis-4904 545 18 initiated initiate VERB fis-4904 545 19 by by ADP fis-4904 545 20 splitting splitting NOUN fis-4904 545 21 and and CCONJ fis-4904 545 22 followed follow VERB fis-4904 545 23 by by ADP fis-4904 545 24 complete complete ADJ fis-4904 545 25 pullout pullout NOUN fis-4904 545 26 2.26 2.26 NUM fis-4904 545 27 sturm sturm NOUN fis-4904 545 28 and and CCONJ fis-4904 545 29 visintin visintin VERB fis-4904 545 30 [ [ X fis-4904 545 31 3 3 NUM fis-4904 545 32 ] ] SYM fis-4904 545 33 10.99 10.99 NUM fis-4904 545 34 initiated initiate VERB fis-4904 545 35 by by ADP fis-4904 545 36 splitting splitting NOUN fis-4904 545 37 and and CCONJ fis-4904 545 38 followed follow VERB fis-4904 545 39 by by ADP fis-4904 545 40 complete complete ADJ fis-4904 545 41 pullout pullout NOUN fis-4904 545 42 1.59 1.59 NUM fis-4904 545 43 m. m. NOUN fis-4904 545 44 b. b. PROPN fis-4904 545 45 prince prince PROPN fis-4904 545 46 et et PROPN fis-4904 545 47 alii alii PROPN fis-4904 545 48 , , PUNCT fis-4904 545 49 frattura frattura PROPN fis-4904 545 50 ed ed PROPN fis-4904 545 51 integrità integrità PROPN fis-4904 545 52 strutturale strutturale PROPN fis-4904 545 53 , , PUNCT fis-4904 545 54 69 69 NUM fis-4904 545 55 ( ( PUNCT fis-4904 545 56 2024 2024 NUM fis-4904 545 57 ) ) PUNCT fis-4904 545 58 154 154 NUM fis-4904 545 59 - - SYM fis-4904 545 60 180 180 NUM fis-4904 545 61 ; ; PUNCT fis-4904 545 62 doi doi NOUN fis-4904 545 63 : : PUNCT fis-4904 545 64 10.3221 10.3221 NUM fis-4904 545 65 / / SYM fis-4904 545 66 igf igf PROPN fis-4904 545 67 - - PUNCT fis-4904 545 68 esis.69.12 esis.69.12 PROPN fis-4904 545 69 177 177 NUM fis-4904 545 70 reference reference NOUN fis-4904 545 71 specimen speciman NOUN fis-4904 545 72 experimental experimental ADJ fis-4904 545 73 finite finite PROPN fis-4904 545 74 element element PROPN fis-4904 545 75 analysis analysis NOUN fis-4904 545 76 max max PROPN fis-4904 545 77 , , PUNCT fis-4904 545 78 exp exp NOUN fis-4904 545 79 max max PROPN fis-4904 545 80 , , PUNCT fis-4904 545 81 fem fem X fis-4904 545 82 τ τ PROPN fis-4904 545 83       SPACE fis-4904 545 84 τ τ PROPN fis-4904 545 85       SPACE fis-4904 545 86 observed observe VERB fis-4904 545 87 failure failure NOUN fis-4904 545 88 mode mode NOUN fis-4904 545 89 observed observe VERB fis-4904 545 90 τmax τmax NOUN fis-4904 545 91 ( ( PUNCT fis-4904 545 92 mpa mpa PROPN fis-4904 545 93 ) ) PUNCT fis-4904 545 94 adopted adopt VERB fis-4904 545 95 models model NOUN fis-4904 545 96 fem fem X fis-4904 545 97 τmax τmax NOUN fis-4904 545 98 ( ( PUNCT fis-4904 545 99 mpa mpa PROPN fis-4904 545 100 ) ) PUNCT fis-4904 545 101 fem fem NOUN fis-4904 545 102 failure failure NOUN fis-4904 545 103 harajli harajli NOUN fis-4904 545 104 et et PROPN fis-4904 545 105 al al PROPN fis-4904 545 106 . . PUNCT fis-4904 546 1 [ [ X fis-4904 546 2 5 5 NUM fis-4904 546 3 ] ] SYM fis-4904 546 4 11.96 11.96 NUM fis-4904 546 5 initiated initiate VERB fis-4904 546 6 by by ADP fis-4904 546 7 splitting splitting NOUN fis-4904 546 8 and and CCONJ fis-4904 546 9 followed follow VERB fis-4904 546 10 by by ADP fis-4904 546 11 complete complete ADJ fis-4904 546 12 pullout pullout NOUN fis-4904 546 13 1.46 1.46 NUM fis-4904 546 14 oragun oragun NOUN fis-4904 546 15 et et PROPN fis-4904 546 16 al al PROPN fis-4904 546 17 . . PUNCT fis-4904 547 1 [ [ X fis-4904 547 2 7 7 X fis-4904 547 3 ] ] SYM fis-4904 547 4 8.88 8.88 NUM fis-4904 547 5 initiated initiate VERB fis-4904 547 6 by by ADP fis-4904 547 7 splitting splitting NOUN fis-4904 547 8 and and CCONJ fis-4904 547 9 followed follow VERB fis-4904 547 10 by by ADP fis-4904 547 11 complete complete ADJ fis-4904 547 12 pullout pullout NOUN fis-4904 547 13 1.97 1.97 NUM fis-4904 547 14 hadi hadi NOUN fis-4904 547 15 [ [ X fis-4904 547 16 8 8 NUM fis-4904 547 17 ] ] SYM fis-4904 547 18 7.02 7.02 NUM fis-4904 547 19 initiated initiate VERB fis-4904 547 20 by by ADP fis-4904 547 21 splitting splitting NOUN fis-4904 547 22 and and CCONJ fis-4904 547 23 followed follow VERB fis-4904 547 24 by by ADP fis-4904 547 25 complete complete ADJ fis-4904 547 26 pullout pullout NOUN fis-4904 547 27 2.49 2.49 NUM fis-4904 547 28 e1r16 e1r16 PROPN fis-4904 547 29 - - PUNCT fis-4904 547 30 60 60 NUM fis-4904 547 31 pullout+ pullout+ NOUN fis-4904 547 32 splitting splitting NOUN fis-4904 547 33 11.69 11.69 NUM fis-4904 547 34 mc2010 mc2010 NOUN fis-4904 547 35 - - PUNCT fis-4904 547 36 sf sf NOUN fis-4904 548 1 [ [ X fis-4904 548 2 2 2 NUM fis-4904 548 3 ] ] PUNCT fis-4904 548 4 9.58 9.58 NUM fis-4904 548 5 initiated initiate VERB fis-4904 548 6 by by ADP fis-4904 548 7 pullout pullout NOUN fis-4904 548 8 however however ADV fis-4904 548 9 followed follow VERB fis-4904 548 10 by by ADP fis-4904 548 11 splitting split VERB fis-4904 548 12 1.22 1.22 NUM fis-4904 548 13 sturm sturm NOUN fis-4904 548 14 and and CCONJ fis-4904 548 15 visintin visintin VERB fis-4904 548 16 [ [ X fis-4904 548 17 3 3 NUM fis-4904 548 18 ] ] SYM fis-4904 548 19 12.20 12.20 NUM fis-4904 548 20 initiated initiate VERB fis-4904 548 21 by by ADP fis-4904 548 22 pullout pullout NOUN fis-4904 548 23 however however ADV fis-4904 548 24 followed follow VERB fis-4904 548 25 by by ADP fis-4904 548 26 splitting split VERB fis-4904 548 27 0.96 0.96 NUM fis-4904 548 28 esfahani esfahani NOUN fis-4904 548 29 and and CCONJ fis-4904 548 30 rangan rangan VERB fis-4904 548 31 [ [ X fis-4904 548 32 4 4 NUM fis-4904 548 33 ] ] SYM fis-4904 548 34 11.65 11.65 NUM fis-4904 548 35 initiated initiate VERB fis-4904 548 36 by by ADP fis-4904 548 37 pullout pullout NOUN fis-4904 548 38 however however ADV fis-4904 548 39 followed follow VERB fis-4904 548 40 by by ADP fis-4904 548 41 splitting split VERB fis-4904 548 42 1.00 1.00 NUM fis-4904 548 43 harajli harajli NOUN fis-4904 548 44 et et PROPN fis-4904 548 45 al al PROPN fis-4904 548 46 . . PUNCT fis-4904 549 1 [ [ X fis-4904 549 2 5 5 NUM fis-4904 549 3 ] ] SYM fis-4904 549 4 12.31 12.31 NUM fis-4904 549 5 program program NOUN fis-4904 549 6 terminated terminate VERB fis-4904 549 7 by by ADP fis-4904 549 8 convergence convergence NOUN fis-4904 549 9 error error NOUN fis-4904 549 10 0.95 0.95 NUM fis-4904 549 11 huang huang PROPN fis-4904 549 12 et et PROPN fis-4904 549 13 al al PROPN fis-4904 549 14 . . PUNCT fis-4904 550 1 [ [ X fis-4904 550 2 6 6 NUM fis-4904 550 3 ] ] SYM fis-4904 550 4 12.29 12.29 NUM fis-4904 550 5 program program NOUN fis-4904 550 6 terminated terminate VERB fis-4904 550 7 by by ADP fis-4904 550 8 convergence convergence NOUN fis-4904 550 9 error error NOUN fis-4904 550 10 0.95 0.95 NUM fis-4904 550 11 oragun oragun NOUN fis-4904 550 12 et et PROPN fis-4904 550 13 al al PROPN fis-4904 550 14 . . PUNCT fis-4904 551 1 [ [ X fis-4904 551 2 7 7 NUM fis-4904 551 3 ] ] SYM fis-4904 551 4 9.74 9.74 NUM fis-4904 551 5 initiated initiate VERB fis-4904 551 6 by by ADP fis-4904 551 7 pullout pullout NOUN fis-4904 551 8 however however ADV fis-4904 551 9 followed follow VERB fis-4904 551 10 by by ADP fis-4904 551 11 splitting split VERB fis-4904 551 12 1.20 1.20 NUM fis-4904 551 13 hadi hadi NOUN fis-4904 551 14 [ [ X fis-4904 551 15 8 8 NUM fis-4904 551 16 ] ] SYM fis-4904 551 17 9.79 9.79 NUM fis-4904 551 18 initiated initiate VERB fis-4904 551 19 by by ADP fis-4904 551 20 pullout pullout NOUN fis-4904 551 21 however however ADV fis-4904 551 22 followed follow VERB fis-4904 551 23 by by ADP fis-4904 551 24 splitting split VERB fis-4904 551 25 1.19 1.19 NUM fis-4904 551 26 c20#8 c20#8 ADJ fis-4904 551 27 splitting split VERB fis-4904 551 28 13.58 13.58 NUM fis-4904 551 29 mc2010 mc2010 NOUN fis-4904 551 30 - - PUNCT fis-4904 551 31 sf sf NOUN fis-4904 551 32 - - PUNCT fis-4904 551 33 c c NOUN fis-4904 552 1 [ [ X fis-4904 552 2 2 2 NUM fis-4904 552 3 ] ] SYM fis-4904 552 4 11.16 11.16 NUM fis-4904 552 5 initiated initiate VERB fis-4904 552 6 by by ADP fis-4904 552 7 splitting splitting NOUN fis-4904 552 8 however however ADV fis-4904 552 9 followed follow VERB fis-4904 552 10 by by ADP fis-4904 552 11 partial partial ADJ fis-4904 552 12 pullout pullout NOUN fis-4904 552 13 1.21 1.21 NUM fis-4904 552 14 soroushian soroushian NOUN fis-4904 552 15 and and CCONJ fis-4904 552 16 choi choi NOUN fis-4904 552 17 [ [ X fis-4904 552 18 9 9 NUM fis-4904 552 19 ] ] SYM fis-4904 552 20 12.94 12.94 NUM fis-4904 552 21 initiated initiate VERB fis-4904 552 22 by by ADP fis-4904 552 23 splitting splitting NOUN fis-4904 552 24 however however ADV fis-4904 552 25 followed follow VERB fis-4904 552 26 by by ADP fis-4904 552 27 partial partial ADJ fis-4904 552 28 pullout pullout NOUN fis-4904 552 29 1.05 1.05 NUM fis-4904 552 30 aslani aslani NOUN fis-4904 552 31 and and CCONJ fis-4904 552 32 samali samali VERB fis-4904 552 33 [ [ X fis-4904 552 34 10 10 NUM fis-4904 552 35 ] ] SYM fis-4904 552 36 13.99 13.99 NUM fis-4904 552 37 initiated initiate VERB fis-4904 552 38 by by ADP fis-4904 552 39 splitting splitting NOUN fis-4904 552 40 however however ADV fis-4904 552 41 followed follow VERB fis-4904 552 42 by by ADP fis-4904 552 43 partial partial ADJ fis-4904 552 44 pullout pullout NOUN fis-4904 552 45 0.97 0.97 NUM fis-4904 552 46 xu xu PROPN fis-4904 553 1 [ [ X fis-4904 553 2 11 11 NUM fis-4904 553 3 ] ] SYM fis-4904 553 4 13.19 13.19 NUM fis-4904 553 5 initiated initiate VERB fis-4904 553 6 by by ADP fis-4904 553 7 splitting splitting NOUN fis-4904 553 8 however however ADV fis-4904 553 9 followed follow VERB fis-4904 553 10 by by ADP fis-4904 553 11 partial partial ADJ fis-4904 553 12 pullout pullout NOUN fis-4904 553 13 1.03 1.03 NUM fis-4904 553 14 tang tang NOUN fis-4904 553 15 and and CCONJ fis-4904 553 16 cheng cheng PROPN fis-4904 553 17 [ [ X fis-4904 553 18 12 12 NUM fis-4904 553 19 ] ] PUNCT fis-4904 553 20 by by ADP fis-4904 553 21 simple simple ADJ fis-4904 553 22 regression regression NOUN fis-4904 553 23 14.27 14.27 NUM fis-4904 553 24 initiated initiate VERB fis-4904 553 25 by by ADP fis-4904 553 26 splitting splitting NOUN fis-4904 553 27 however however ADV fis-4904 553 28 followed follow VERB fis-4904 553 29 by by ADP fis-4904 553 30 partial partial ADJ fis-4904 553 31 pullout pullout NOUN fis-4904 553 32 0.95 0.95 NUM fis-4904 553 33 tang tang NOUN fis-4904 553 34 and and CCONJ fis-4904 553 35 cheng cheng PROPN fis-4904 554 1 [ [ X fis-4904 554 2 12 12 NUM fis-4904 554 3 ] ] PUNCT fis-4904 554 4 by by ADP fis-4904 554 5 multiple multiple ADJ fis-4904 554 6 regression regression NOUN fis-4904 554 7 13.29 13.29 NUM fis-4904 554 8 initiated initiate VERB fis-4904 554 9 by by ADP fis-4904 554 10 splitting splitting NOUN fis-4904 554 11 however however ADV fis-4904 554 12 followed follow VERB fis-4904 554 13 by by ADP fis-4904 554 14 partial partial ADJ fis-4904 554 15 pullout pullout NOUN fis-4904 554 16 1.02 1.02 NUM fis-4904 554 17 table table NOUN fis-4904 554 18 7 7 NUM fis-4904 554 19 : : PUNCT fis-4904 554 20 comparison comparison NOUN fis-4904 554 21 of of ADP fis-4904 554 22 maximum maximum ADJ fis-4904 554 23 bond bond NOUN fis-4904 554 24 stress stress NOUN fis-4904 554 25 and and CCONJ fis-4904 554 26 failure failure NOUN fis-4904 554 27 pattern pattern NOUN fis-4904 554 28 of of ADP fis-4904 554 29 all all DET fis-4904 554 30 reference reference NOUN fis-4904 554 31 specimens specimen NOUN fis-4904 554 32 [ [ X fis-4904 554 33 12,21 12,21 NUM fis-4904 554 34 ] ] PUNCT fis-4904 554 35 . . PUNCT fis-4904 555 1 m. m. PROPN fis-4904 555 2 b. b. PROPN fis-4904 555 3 prince prince PROPN fis-4904 555 4 et et PROPN fis-4904 555 5 alii alii PROPN fis-4904 555 6 , , PUNCT fis-4904 555 7 frattura frattura PROPN fis-4904 555 8 ed ed PROPN fis-4904 555 9 integrità integrità PROPN fis-4904 555 10 strutturale strutturale PROPN fis-4904 555 11 , , PUNCT fis-4904 555 12 69 69 NUM fis-4904 555 13 ( ( PUNCT fis-4904 555 14 2024 2024 NUM fis-4904 555 15 ) ) PUNCT fis-4904 555 16 154 154 NUM fis-4904 555 17 - - SYM fis-4904 555 18 180 180 NUM fis-4904 555 19 ; ; PUNCT fis-4904 555 20 doi doi NOUN fis-4904 555 21 : : PUNCT fis-4904 555 22 10.3221 10.3221 NUM fis-4904 555 23 / / SYM fis-4904 555 24 igf igf PROPN fis-4904 555 25 - - PUNCT fis-4904 555 26 esis.69.12 esis.69.12 PROPN fis-4904 555 27 178 178 NUM fis-4904 555 28 figure figure NOUN fis-4904 555 29 29 29 NUM fis-4904 555 30 : : PUNCT fis-4904 555 31 comparison comparison NOUN fis-4904 555 32 of of ADP fis-4904 555 33 bond bond NOUN fis-4904 555 34 stress stress NOUN fis-4904 555 35 between between ADP fis-4904 555 36 numerical numerical ADJ fis-4904 555 37 and and CCONJ fis-4904 555 38 experimental experimental ADJ fis-4904 555 39 results result NOUN fis-4904 555 40 . . PUNCT fis-4904 556 1 conclusion conclusion VERB fis-4904 556 2 his his PRON fis-4904 556 3 study study NOUN fis-4904 556 4 aimed aim VERB fis-4904 556 5 to to PART fis-4904 556 6 develop develop VERB fis-4904 556 7 an an DET fis-4904 556 8 fe fe NOUN fis-4904 556 9 modelling modelling NOUN fis-4904 556 10 strategy strategy NOUN fis-4904 556 11 and and CCONJ fis-4904 556 12 to to PART fis-4904 556 13 conduct conduct VERB fis-4904 556 14 a a DET fis-4904 556 15 fe fe NOUN fis-4904 556 16 analysis analysis NOUN fis-4904 556 17 of of ADP fis-4904 556 18 rc rc PROPN fis-4904 556 19 pullout pullout NOUN fis-4904 556 20 specimens specimen VERB fis-4904 556 21 to to PART fis-4904 556 22 predict predict VERB fis-4904 556 23 the the DET fis-4904 556 24 bond bond NOUN fis-4904 556 25 - - PUNCT fis-4904 556 26 slip slip NOUN fis-4904 556 27 relationship relationship NOUN fis-4904 556 28 of of ADP fis-4904 556 29 steel steel NOUN fis-4904 556 30 and and CCONJ fis-4904 556 31 concrete concrete NOUN fis-4904 556 32 using use VERB fis-4904 556 33 the the DET fis-4904 556 34 surface surface NOUN fis-4904 556 35 - - PUNCT fis-4904 556 36 based base VERB fis-4904 556 37 cohesive cohesive ADJ fis-4904 556 38 interaction interaction NOUN fis-4904 556 39 feature feature NOUN fis-4904 556 40 of of ADP fis-4904 556 41 abaqus abaqus NOUN fis-4904 556 42 . . PUNCT fis-4904 557 1 in in ADP fis-4904 557 2 fe fe NOUN fis-4904 557 3 models model NOUN fis-4904 557 4 , , PUNCT fis-4904 557 5 several several ADJ fis-4904 557 6 analytical analytical ADJ fis-4904 557 7 models model NOUN fis-4904 557 8 [ [ X fis-4904 557 9 2 2 NUM fis-4904 557 10 - - SYM fis-4904 557 11 12 12 NUM fis-4904 557 12 ] ] PUNCT fis-4904 557 13 were be AUX fis-4904 557 14 utilized utilize VERB fis-4904 557 15 as as ADP fis-4904 557 16 input input NOUN fis-4904 557 17 for for ADP fis-4904 557 18 the the DET fis-4904 557 19 bond bond NOUN fis-4904 557 20 stress stress NOUN fis-4904 557 21 - - PUNCT fis-4904 557 22 slip slip NOUN fis-4904 557 23 behavior behavior NOUN fis-4904 557 24 of of ADP fis-4904 557 25 steel steel NOUN fis-4904 557 26 - - PUNCT fis-4904 557 27 concrete concrete NOUN fis-4904 557 28 . . PUNCT fis-4904 558 1 the the DET fis-4904 558 2 effectiveness effectiveness NOUN fis-4904 558 3 of of ADP fis-4904 558 4 the the DET fis-4904 558 5 proposed propose VERB fis-4904 558 6 finite finite PROPN fis-4904 558 7 element element NOUN fis-4904 558 8 modeling modeling NOUN fis-4904 558 9 strategy strategy NOUN fis-4904 558 10 and and CCONJ fis-4904 558 11 fe fe NOUN fis-4904 558 12 models model NOUN fis-4904 558 13 was be AUX fis-4904 558 14 then then ADV fis-4904 558 15 investigated investigate VERB fis-4904 558 16 by by ADP fis-4904 558 17 comparing compare VERB fis-4904 558 18 the the DET fis-4904 558 19 experimental experimental ADJ fis-4904 558 20 results result NOUN fis-4904 558 21 of of ADP fis-4904 558 22 deng deng PROPN fis-4904 558 23 et et PROPN fis-4904 558 24 al al PROPN fis-4904 558 25 . . PUNCT fis-4904 559 1 [ [ X fis-4904 559 2 21 21 NUM fis-4904 559 3 ] ] PUNCT fis-4904 559 4 and and CCONJ fis-4904 559 5 tang tang NOUN fis-4904 559 6 and and CCONJ fis-4904 559 7 cheng cheng PROPN fis-4904 560 1 [ [ X fis-4904 560 2 12 12 NUM fis-4904 560 3 ] ] PUNCT fis-4904 560 4 in in ADP fis-4904 560 5 terms term NOUN fis-4904 560 6 of of ADP fis-4904 560 7 bond bond NOUN fis-4904 560 8 - - PUNCT fis-4904 560 9 slip slip NOUN fis-4904 560 10 curves curve NOUN fis-4904 560 11 and and CCONJ fis-4904 560 12 failure failure NOUN fis-4904 560 13 patterns pattern NOUN fis-4904 560 14 . . PUNCT fis-4904 561 1 the the DET fis-4904 561 2 following follow VERB fis-4904 561 3 conclusions conclusion NOUN fis-4904 561 4 can can AUX fis-4904 561 5 be be AUX fis-4904 561 6 outlined outline VERB fis-4904 561 7 from from ADP fis-4904 561 8 the the DET fis-4904 561 9 limited limited ADJ fis-4904 561 10 scope scope NOUN fis-4904 561 11 of of ADP fis-4904 561 12 this this DET fis-4904 561 13 study study NOUN fis-4904 561 14 : : PUNCT fis-4904 561 15   PRON fis-4904 561 16 the the DET fis-4904 561 17 proposed propose VERB fis-4904 561 18 finite finite PROPN fis-4904 561 19 element element NOUN fis-4904 561 20 strategy strategy NOUN fis-4904 561 21 and and CCONJ fis-4904 561 22 models model NOUN fis-4904 561 23 have have VERB fis-4904 561 24 the the DET fis-4904 561 25 capability capability NOUN fis-4904 561 26 to to PART fis-4904 561 27 predict predict VERB fis-4904 561 28 the the DET fis-4904 561 29 bond bond NOUN fis-4904 561 30 - - PUNCT fis-4904 561 31 slip slip NOUN fis-4904 561 32 behavior behavior NOUN fis-4904 561 33 in in ADP fis-4904 561 34 elastic elastic ADJ fis-4904 561 35 regions region NOUN fis-4904 561 36 accurately accurately ADV fis-4904 561 37 . . PUNCT fis-4904 562 1   PUNCT fis-4904 563 1 the the DET fis-4904 563 2 proposed propose VERB fis-4904 563 3 finite finite PROPN fis-4904 563 4 element element NOUN fis-4904 563 5 strategy strategy NOUN fis-4904 563 6 and and CCONJ fis-4904 563 7 models model NOUN fis-4904 563 8 showed show VERB fis-4904 563 9 satisfactory satisfactory ADJ fis-4904 563 10 results result NOUN fis-4904 563 11 regarding regard VERB fis-4904 563 12 maximum maximum ADJ fis-4904 563 13 bond bond NOUN fis-4904 563 14 stress stress NOUN fis-4904 563 15 for for ADP fis-4904 563 16 most most ADJ fis-4904 563 17 of of ADP fis-4904 563 18 the the DET fis-4904 563 19 reference reference NOUN fis-4904 563 20 pullout pullout NOUN fis-4904 563 21 specimens specimen NOUN fis-4904 563 22 , , PUNCT fis-4904 563 23 except except SCONJ fis-4904 563 24 for for ADP fis-4904 563 25 specimens specimen NOUN fis-4904 563 26 ( ( PUNCT fis-4904 563 27 without without ADP fis-4904 563 28 confining confine VERB fis-4904 563 29 reinforcement reinforcement NOUN fis-4904 563 30 ) ) PUNCT fis-4904 563 31 that that PRON fis-4904 563 32 failed fail VERB fis-4904 563 33 by by ADP fis-4904 563 34 splitting splitting NOUN fis-4904 563 35 in in ADP fis-4904 563 36 reference reference NOUN fis-4904 563 37 experiment experiment NOUN fis-4904 563 38 . . PUNCT fis-4904 564 1 fe fe PROPN fis-4904 564 2 models model NOUN fis-4904 564 3 with with ADP fis-4904 564 4 analytical analytical ADJ fis-4904 564 5 models model NOUN fis-4904 564 6 of of ADP fis-4904 564 7 sturm sturm PROPN fis-4904 564 8 and and CCONJ fis-4904 564 9 visintin visintin VERB fis-4904 564 10 [ [ X fis-4904 564 11 3 3 NUM fis-4904 564 12 ] ] PUNCT fis-4904 564 13 , , PUNCT fis-4904 564 14 esfahani esfahani PROPN fis-4904 564 15 and and CCONJ fis-4904 564 16 rangan rangan VERB fis-4904 564 17 [ [ X fis-4904 564 18 4 4 NUM fis-4904 564 19 ] ] PUNCT fis-4904 564 20 , , PUNCT fis-4904 564 21 and and CCONJ fis-4904 564 22 tang tang NOUN fis-4904 564 23 and and CCONJ fis-4904 564 24 cheng cheng PROPN fis-4904 565 1 [ [ X fis-4904 565 2 12 12 NUM fis-4904 565 3 ] ] PUNCT fis-4904 565 4 have have AUX fis-4904 565 5 predicted predict VERB fis-4904 565 6 maximum maximum ADJ fis-4904 565 7 bond bond NOUN fis-4904 565 8 stress stress NOUN fis-4904 565 9 with with ADP fis-4904 565 10 96.7 96.7 NUM fis-4904 565 11 % % NOUN fis-4904 565 12 , , PUNCT fis-4904 565 13 99.7 99.7 NUM fis-4904 565 14 % % NOUN fis-4904 565 15 , , PUNCT fis-4904 565 16 and and CCONJ fis-4904 565 17 97.9 97.9 NUM fis-4904 565 18 % % NOUN fis-4904 565 19 accuracy accuracy NOUN fis-4904 565 20 when when SCONJ fis-4904 565 21 compared compare VERB fis-4904 565 22 to to ADP fis-4904 565 23 experimental experimental ADJ fis-4904 565 24 results result NOUN fis-4904 565 25 of of ADP fis-4904 565 26 reference reference NOUN fis-4904 565 27 specimens specimen VERB fis-4904 565 28 with with ADP fis-4904 565 29 pullout pullout NOUN fis-4904 565 30 , , PUNCT fis-4904 565 31 splitting splitting NOUN fis-4904 565 32 - - PUNCT fis-4904 565 33 pullout pullout NOUN fis-4904 565 34 , , PUNCT fis-4904 565 35 and and CCONJ fis-4904 565 36 splitting splitting NOUN fis-4904 565 37 ( ( PUNCT fis-4904 565 38 with with ADP fis-4904 565 39 confining confine VERB fis-4904 565 40 reinforcement reinforcement NOUN fis-4904 565 41 ) ) PUNCT fis-4904 565 42 failure failure NOUN fis-4904 565 43 , , PUNCT fis-4904 565 44 respectively respectively ADV fis-4904 565 45 . . PUNCT fis-4904 566 1   PUNCT fis-4904 566 2 the the DET fis-4904 566 3 developed develop VERB fis-4904 566 4 fe fe NOUN fis-4904 566 5 models model NOUN fis-4904 566 6 captured capture VERB fis-4904 566 7 the the DET fis-4904 566 8 crack crack NOUN fis-4904 566 9 propagation propagation NOUN fis-4904 566 10 and and CCONJ fis-4904 566 11 failure failure NOUN fis-4904 566 12 mechanisms mechanism NOUN fis-4904 566 13 of of ADP fis-4904 566 14 reinforcement reinforcement NOUN fis-4904 566 15 and and CCONJ fis-4904 566 16 concrete concrete NOUN fis-4904 566 17 under under ADP fis-4904 566 18 the the DET fis-4904 566 19 pullout pullout NOUN fis-4904 566 20 test test NOUN fis-4904 566 21 . . PUNCT fis-4904 567 1 this this DET fis-4904 567 2 fe fe NOUN fis-4904 567 3 analysis analysis NOUN fis-4904 567 4 has have VERB fis-4904 567 5 scopes scope NOUN fis-4904 567 6 for for ADP fis-4904 567 7 further further ADJ fis-4904 567 8 improvement improvement NOUN fis-4904 567 9 . . PUNCT fis-4904 568 1 the the DET fis-4904 568 2 proposed propose VERB fis-4904 568 3 fem fem NOUN fis-4904 568 4 strategy strategy NOUN fis-4904 568 5 has have VERB fis-4904 568 6 a a DET fis-4904 568 7 limitation limitation NOUN fis-4904 568 8 in in ADP fis-4904 568 9 predicting predict VERB fis-4904 568 10 the the DET fis-4904 568 11 maximum maximum ADJ fis-4904 568 12 bond bond NOUN fis-4904 568 13 stress stress NOUN fis-4904 568 14 of of ADP fis-4904 568 15 pullout pullout NOUN fis-4904 568 16 specimens specimen NOUN fis-4904 568 17 ( ( PUNCT fis-4904 568 18 without without ADP fis-4904 568 19 confining confine VERB fis-4904 568 20 reinforcement reinforcement NOUN fis-4904 568 21 ) ) PUNCT fis-4904 568 22 that that PRON fis-4904 568 23 are be AUX fis-4904 568 24 expected expect VERB fis-4904 568 25 to to PART fis-4904 568 26 have have VERB fis-4904 568 27 a a DET fis-4904 568 28 splitting splitting NOUN fis-4904 568 29 failure failure NOUN fis-4904 568 30 . . PUNCT fis-4904 569 1 furthermore furthermore ADV fis-4904 569 2 , , PUNCT fis-4904 569 3 the the DET fis-4904 569 4 softening soften VERB fis-4904 569 5 region region NOUN fis-4904 569 6 of of ADP fis-4904 569 7 bond bond NOUN fis-4904 569 8 - - PUNCT fis-4904 569 9 slip slip NOUN fis-4904 569 10 curves curve NOUN fis-4904 569 11 could could AUX fis-4904 569 12 not not PART fis-4904 569 13 be be AUX fis-4904 569 14 captured capture VERB fis-4904 569 15 precisely precisely ADV fis-4904 569 16 , , PUNCT fis-4904 569 17 which which PRON fis-4904 569 18 could could AUX fis-4904 569 19 be be AUX fis-4904 569 20 a a DET fis-4904 569 21 crucial crucial ADJ fis-4904 569 22 factor factor NOUN fis-4904 569 23 for for ADP fis-4904 569 24 ductility ductility NOUN fis-4904 569 25 - - PUNCT fis-4904 569 26 based base VERB fis-4904 569 27 design design NOUN fis-4904 569 28 . . PUNCT fis-4904 570 1 these these DET fis-4904 570 2 limitations limitation NOUN fis-4904 570 3 need need VERB fis-4904 570 4 to to PART fis-4904 570 5 be be AUX fis-4904 570 6 resolved resolve VERB fis-4904 570 7 in in ADP fis-4904 570 8 future future ADJ fis-4904 570 9 studies study NOUN fis-4904 570 10 . . PUNCT fis-4904 571 1 references reference NOUN fis-4904 571 2 [ [ X fis-4904 571 3 1 1 NUM fis-4904 571 4 ] ] PUNCT fis-4904 571 5 tastani tastani NOUN fis-4904 571 6 , , PUNCT fis-4904 571 7 s.p s.p PROPN fis-4904 571 8 . . PROPN fis-4904 571 9 and and CCONJ fis-4904 571 10 pantazopoulou pantazopoulou PROPN fis-4904 571 11 , , PUNCT fis-4904 571 12 s.j s.j PROPN fis-4904 571 13 . . PROPN fis-4904 571 14 ( ( PUNCT fis-4904 571 15 2010 2010 NUM fis-4904 571 16 ) ) PUNCT fis-4904 571 17 . . PUNCT fis-4904 572 1 direct direct ADJ fis-4904 572 2 tension tension NOUN fis-4904 572 3 pullout pullout NOUN fis-4904 572 4 bond bond NOUN fis-4904 572 5 test test NOUN fis-4904 572 6 : : PUNCT fis-4904 572 7 experimental experimental ADJ fis-4904 572 8 results result NOUN fis-4904 572 9 . . PUNCT fis-4904 573 1 journal journal NOUN fis-4904 573 2 of of ADP fis-4904 573 3 structural structural ADJ fis-4904 573 4 engineering engineering NOUN fis-4904 573 5 , , PUNCT fis-4904 573 6 136(6 136(6 NUM fis-4904 573 7 ) ) PUNCT fis-4904 573 8 , , PUNCT fis-4904 573 9 pp pp ADP fis-4904 573 10 . . PUNCT fis-4904 574 1 731 731 NUM fis-4904 574 2 - - SYM fis-4904 574 3 743 743 NUM fis-4904 574 4 . . PUNCT fis-4904 575 1 doi doi NOUN fis-4904 575 2 : : PUNCT fis-4904 575 3 10.1061/(asce)st.1943 10.1061/(asce)st.1943 NUM fis-4904 575 4 - - ADJ fis-4904 575 5 541x.0000159 541x.0000159 NUM fis-4904 575 6 . . PUNCT fis-4904 576 1 [ [ X fis-4904 576 2 2 2 NUM fis-4904 576 3 ] ] X fis-4904 576 4 ceb ceb PROPN fis-4904 576 5 . . PUNCT fis-4904 576 6 ceb ceb PROPN fis-4904 576 7 - - PUNCT fis-4904 576 8 fip fip PROPN fis-4904 576 9 model model NOUN fis-4904 576 10 code code PROPN fis-4904 576 11 2010 2010 NUM fis-4904 576 12 ; ; PUNCT fis-4904 576 13 ceb ceb PROPN fis-4904 576 14 : : PUNCT fis-4904 576 15 lausanne lausanne PROPN fis-4904 576 16 , , PUNCT fis-4904 576 17 switzerland switzerland PROPN fis-4904 576 18 ( ( PUNCT fis-4904 576 19 2010 2010 NUM fis-4904 576 20 ) ) PUNCT fis-4904 576 21 . . PUNCT fis-4904 577 1 [ [ X fis-4904 577 2 3 3 NUM fis-4904 577 3 ] ] X fis-4904 577 4 sturm sturm PROPN fis-4904 577 5 , , PUNCT fis-4904 577 6 a.b a.b PROPN fis-4904 577 7 . . PROPN fis-4904 577 8 and and CCONJ fis-4904 577 9 visintin visintin PROPN fis-4904 577 10 , , PUNCT fis-4904 577 11 p. p. NOUN fis-4904 577 12 ( ( PUNCT fis-4904 577 13 2019 2019 NUM fis-4904 577 14 ) ) PUNCT fis-4904 577 15 . . PUNCT fis-4904 578 1 local local ADJ fis-4904 578 2 bond bond NOUN fis-4904 578 3 slip slip NOUN fis-4904 578 4 behavior behavior NOUN fis-4904 578 5 of of ADP fis-4904 578 6 steel steel NOUN fis-4904 578 7 reinforcing reinforce VERB fis-4904 578 8 bars bar NOUN fis-4904 578 9 embedded embed VERB fis-4904 578 10 in in ADP fis-4904 578 11 ultra ultra ADJ fis-4904 578 12 high high ADJ fis-4904 578 13 performance performance NOUN fis-4904 578 14 fibre fibre NOUN fis-4904 578 15 reinforced reinforce VERB fis-4904 578 16 concrete concrete NOUN fis-4904 578 17 . . PUNCT fis-4904 579 1 structural structural ADJ fis-4904 579 2 concrete concrete NOUN fis-4904 579 3 , , PUNCT fis-4904 579 4 20(1 20(1 NUM fis-4904 579 5 ) ) PUNCT fis-4904 579 6 , , PUNCT fis-4904 579 7 pp pp PROPN fis-4904 579 8 . . PUNCT fis-4904 580 1 108 108 NUM fis-4904 580 2 - - SYM fis-4904 580 3 122 122 NUM fis-4904 580 4 . . PUNCT fis-4904 581 1 doi doi NOUN fis-4904 581 2 : : PUNCT fis-4904 581 3 10.1002 10.1002 NUM fis-4904 581 4 / / SYM fis-4904 581 5 suco.201700149 suco.201700149 PROPN fis-4904 581 6 . . PROPN fis-4904 581 7 t t PROPN fis-4904 581 8 m. m. PROPN fis-4904 581 9 b. b. PROPN fis-4904 581 10 prince prince PROPN fis-4904 581 11 et et PROPN fis-4904 581 12 alii alii PROPN fis-4904 581 13 , , PUNCT fis-4904 581 14 frattura frattura PROPN fis-4904 581 15 ed ed PROPN fis-4904 581 16 integrità integrità PROPN fis-4904 581 17 strutturale strutturale PROPN fis-4904 581 18 , , PUNCT fis-4904 581 19 69 69 NUM fis-4904 581 20 ( ( PUNCT fis-4904 581 21 2024 2024 NUM fis-4904 581 22 ) ) PUNCT fis-4904 581 23 154 154 NUM fis-4904 581 24 - - SYM fis-4904 581 25 180 180 NUM fis-4904 581 26 ; ; PUNCT fis-4904 581 27 doi doi NOUN fis-4904 581 28 : : PUNCT fis-4904 581 29 10.3221 10.3221 NUM fis-4904 581 30 / / SYM fis-4904 581 31 igf igf PROPN fis-4904 581 32 - - PUNCT fis-4904 581 33 esis.69.12 esis.69.12 PROPN fis-4904 581 34 179 179 NUM fis-4904 582 1 [ [ X fis-4904 582 2 4 4 NUM fis-4904 582 3 ] ] X fis-4904 582 4 esfahani esfahani PROPN fis-4904 582 5 , , PUNCT fis-4904 582 6 m.r m.r PROPN fis-4904 582 7 . . PROPN fis-4904 582 8 and and CCONJ fis-4904 582 9 rangan rangan VERB fis-4904 582 10 , , PUNCT fis-4904 582 11 b.v b.v PROPN fis-4904 582 12 . . PUNCT fis-4904 582 13 ( ( PUNCT fis-4904 582 14 1998 1998 NUM fis-4904 582 15 ) ) PUNCT fis-4904 582 16 . . PUNCT fis-4904 583 1 bond bond NOUN fis-4904 583 2 between between ADP fis-4904 583 3 normal normal ADJ fis-4904 583 4 strength strength NOUN fis-4904 583 5 and and CCONJ fis-4904 583 6 high high ADJ fis-4904 583 7 - - PUNCT fis-4904 583 8 strength strength NOUN fis-4904 583 9 concrete concrete NOUN fis-4904 583 10 ( ( PUNCT fis-4904 583 11 hsc hsc PROPN fis-4904 583 12 ) ) PUNCT fis-4904 583 13 and and CCONJ fis-4904 583 14 reinforcing reinforce VERB fis-4904 583 15 bars bar NOUN fis-4904 583 16 in in ADP fis-4904 583 17 splices splice NOUN fis-4904 583 18 in in ADP fis-4904 583 19 beams beam NOUN fis-4904 583 20 . . PUNCT fis-4904 584 1 structural structural ADJ fis-4904 584 2 journal journal NOUN fis-4904 584 3 , , PUNCT fis-4904 584 4 95(3 95(3 NUM fis-4904 584 5 ) ) PUNCT fis-4904 584 6 , , PUNCT fis-4904 584 7 pp pp PROPN fis-4904 584 8 . . PUNCT fis-4904 585 1 272 272 NUM fis-4904 585 2 - - SYM fis-4904 585 3 280 280 NUM fis-4904 585 4 . . PUNCT fis-4904 585 5 doi doi NOUN fis-4904 585 6 : : PUNCT fis-4904 585 7 10.14359/545 10.14359/545 NUM fis-4904 585 8 . . PUNCT fis-4904 586 1 [ [ X fis-4904 586 2 5 5 NUM fis-4904 586 3 ] ] X fis-4904 586 4 harajli harajli NOUN fis-4904 586 5 , , PUNCT fis-4904 586 6 m.h m.h PROPN fis-4904 586 7 . . PROPN fis-4904 586 8 , , PUNCT fis-4904 586 9 hout hout PROPN fis-4904 586 10 , , PUNCT fis-4904 586 11 m. m. NOUN fis-4904 586 12 and and CCONJ fis-4904 586 13 jalkh jalkh ADJ fis-4904 586 14 , , PUNCT fis-4904 586 15 w. w. NOUN fis-4904 586 16 ( ( PUNCT fis-4904 586 17 1995 1995 NUM fis-4904 586 18 ) ) PUNCT fis-4904 586 19 . . PUNCT fis-4904 587 1 local local ADJ fis-4904 587 2 bond bond NOUN fis-4904 587 3 stress stress NOUN fis-4904 587 4 - - PUNCT fis-4904 587 5 slip slip NOUN fis-4904 587 6 behavior behavior NOUN fis-4904 587 7 of of ADP fis-4904 587 8 reinforcing reinforce VERB fis-4904 587 9 bars bar NOUN fis-4904 587 10 embedded embed VERB fis-4904 587 11 in in ADP fis-4904 587 12 plain plain ADJ fis-4904 587 13 and and CCONJ fis-4904 587 14 fiber fiber NOUN fis-4904 587 15 concrete concrete NOUN fis-4904 587 16 . . PUNCT fis-4904 588 1 materials material NOUN fis-4904 588 2 journal journal NOUN fis-4904 588 3 , , PUNCT fis-4904 588 4 92(4 92(4 PROPN fis-4904 588 5 ) ) PUNCT fis-4904 588 6 , , PUNCT fis-4904 588 7 pp pp ADJ fis-4904 588 8 . . PUNCT fis-4904 589 1 343 343 NUM fis-4904 589 2 - - SYM fis-4904 589 3 353 353 NUM fis-4904 589 4 . . PUNCT fis-4904 589 5 doi doi NOUN fis-4904 589 6 : : PUNCT fis-4904 589 7 10.14359/999 10.14359/999 NUM fis-4904 589 8 . . PUNCT fis-4904 590 1 [ [ X fis-4904 590 2 6 6 NUM fis-4904 590 3 ] ] X fis-4904 590 4 huang huang PROPN fis-4904 590 5 , , PUNCT fis-4904 590 6 z. z. PROPN fis-4904 590 7 , , PUNCT fis-4904 590 8 engström engström NOUN fis-4904 590 9 , , PUNCT fis-4904 590 10 b. b. PROPN fis-4904 590 11 and and CCONJ fis-4904 590 12 magnusson magnusson PROPN fis-4904 590 13 , , PUNCT fis-4904 590 14 j. j. PROPN fis-4904 590 15 ( ( PUNCT fis-4904 590 16 1996 1996 NUM fis-4904 590 17 ) ) PUNCT fis-4904 590 18 . . PUNCT fis-4904 591 1 experimental experimental ADJ fis-4904 591 2 investigation investigation NOUN fis-4904 591 3 of of ADP fis-4904 591 4 the the DET fis-4904 591 5 bond bond NOUN fis-4904 591 6 and and CCONJ fis-4904 591 7 anchorage anchorage NOUN fis-4904 591 8 behaviour behaviour NOUN fis-4904 591 9 of of ADP fis-4904 591 10 deformed deform VERB fis-4904 591 11 bars bar NOUN fis-4904 591 12 in in ADP fis-4904 591 13 high high ADJ fis-4904 591 14 strength strength NOUN fis-4904 591 15 concrete concrete NOUN fis-4904 591 16 . . PUNCT fis-4904 592 1 chalmers chalmers PROPN fis-4904 592 2 university university PROPN fis-4904 592 3 of of ADP fis-4904 592 4 technology technology NOUN fis-4904 592 5 , , PUNCT fis-4904 592 6 95 95 NUM fis-4904 592 7 , , PUNCT fis-4904 592 8 pp pp ADJ fis-4904 592 9 . . PUNCT fis-4904 593 1 4 4 NUM fis-4904 593 2 - - SYM fis-4904 593 3 4 4 NUM fis-4904 593 4 . . PUNCT fis-4904 594 1 [ [ X fis-4904 594 2 7 7 X fis-4904 594 3 ] ] X fis-4904 594 4 orangun orangun PROPN fis-4904 594 5 , , PUNCT fis-4904 594 6 c.o c.o PROPN fis-4904 594 7 . . PROPN fis-4904 594 8 , , PUNCT fis-4904 594 9 jirsa jirsa PROPN fis-4904 594 10 , , PUNCT fis-4904 594 11 j.o j.o PROPN fis-4904 594 12 . . PROPN fis-4904 594 13 and and CCONJ fis-4904 594 14 breen breen PROPN fis-4904 594 15 , , PUNCT fis-4904 594 16 j.e j.e PROPN fis-4904 594 17 . . PROPN fis-4904 594 18 ( ( PUNCT fis-4904 594 19 1977 1977 NUM fis-4904 594 20 ) ) PUNCT fis-4904 594 21 . . PUNCT fis-4904 595 1 a a DET fis-4904 595 2 reevaulation reevaulation NOUN fis-4904 595 3 of of ADP fis-4904 595 4 test test NOUN fis-4904 595 5 data datum NOUN fis-4904 595 6 on on ADP fis-4904 595 7 development development NOUN fis-4904 595 8 length length NOUN fis-4904 595 9 and and CCONJ fis-4904 595 10 splices splice NOUN fis-4904 595 11 . . PUNCT fis-4904 596 1 in in ADP fis-4904 596 2 journal journal ADJ fis-4904 596 3 proceedings proceeding NOUN fis-4904 596 4 , , PUNCT fis-4904 596 5 74(3 74(3 NOUN fis-4904 596 6 ) ) PUNCT fis-4904 596 7 , , PUNCT fis-4904 596 8 pp pp PROPN fis-4904 596 9 . . PUNCT fis-4904 597 1 114 114 NUM fis-4904 597 2 - - SYM fis-4904 597 3 122 122 NUM fis-4904 597 4 . . PUNCT fis-4904 598 1 doi doi NOUN fis-4904 598 2 : : PUNCT fis-4904 598 3 10.14359/10993 10.14359/10993 NUM fis-4904 598 4 . . PUNCT fis-4904 599 1 [ [ X fis-4904 599 2 8 8 NUM fis-4904 599 3 ] ] X fis-4904 599 4 hadi hadi PROPN fis-4904 599 5 , , PUNCT fis-4904 599 6 m.n m.n PROPN fis-4904 599 7 . . PROPN fis-4904 599 8 ( ( PUNCT fis-4904 599 9 2008 2008 NUM fis-4904 599 10 ) ) PUNCT fis-4904 599 11 . . PUNCT fis-4904 600 1 bond bond NOUN fis-4904 600 2 of of ADP fis-4904 600 3 high high ADJ fis-4904 600 4 strength strength NOUN fis-4904 600 5 concrete concrete ADJ fis-4904 600 6 with with ADP fis-4904 600 7 high high ADJ fis-4904 600 8 strength strength NOUN fis-4904 600 9 reinforcing reinforce VERB fis-4904 600 10 steel steel NOUN fis-4904 600 11 . . PUNCT fis-4904 601 1 the the DET fis-4904 601 2 open open ADJ fis-4904 601 3 civil civil ADJ fis-4904 601 4 engineering engineering NOUN fis-4904 601 5 journal journal NOUN fis-4904 601 6 , , PUNCT fis-4904 601 7 2(1 2(1 NUM fis-4904 601 8 ) ) PUNCT fis-4904 601 9 , , PUNCT fis-4904 601 10 pp pp ADP fis-4904 601 11 . . PUNCT fis-4904 602 1 143 143 NUM fis-4904 602 2 - - SYM fis-4904 602 3 147 147 NUM fis-4904 602 4 . . PUNCT fis-4904 603 1 [ [ X fis-4904 603 2 9 9 NUM fis-4904 603 3 ] ] PUNCT fis-4904 603 4 soroushian soroushian NOUN fis-4904 603 5 , , PUNCT fis-4904 603 6 p. p. NOUN fis-4904 603 7 and and CCONJ fis-4904 603 8 choi choi PROPN fis-4904 603 9 , , PUNCT fis-4904 603 10 k.b k.b PROPN fis-4904 603 11 . . PUNCT fis-4904 604 1 ( ( PUNCT fis-4904 604 2 1989 1989 NUM fis-4904 604 3 ) ) PUNCT fis-4904 604 4 . . PUNCT fis-4904 605 1 local local ADJ fis-4904 605 2 bond bond NOUN fis-4904 605 3 of of ADP fis-4904 605 4 deformed deform VERB fis-4904 605 5 bars bar NOUN fis-4904 605 6 with with ADP fis-4904 605 7 different different ADJ fis-4904 605 8 diameters diameter NOUN fis-4904 605 9 in in ADP fis-4904 605 10 confined confine VERB fis-4904 605 11 concrete concrete NOUN fis-4904 605 12 . . PUNCT fis-4904 606 1 structural structural ADJ fis-4904 606 2 journal journal PROPN fis-4904 606 3 , , PUNCT fis-4904 606 4 86(2 86(2 NOUN fis-4904 606 5 ) ) PUNCT fis-4904 606 6 , , PUNCT fis-4904 606 7 pp pp ADJ fis-4904 606 8 . . PUNCT fis-4904 607 1 217 217 NUM fis-4904 607 2 - - SYM fis-4904 607 3 222 222 NUM fis-4904 607 4 . . PUNCT fis-4904 608 1 doi doi NOUN fis-4904 608 2 : : PUNCT fis-4904 608 3 10.14359/2731 10.14359/2731 NUM fis-4904 608 4 . . PUNCT fis-4904 609 1 [ [ X fis-4904 609 2 10 10 NUM fis-4904 609 3 ] ] X fis-4904 609 4 aslani aslani NOUN fis-4904 609 5 , , PUNCT fis-4904 609 6 f. f. PROPN fis-4904 609 7 and and CCONJ fis-4904 609 8 nejadi nejadi PROPN fis-4904 609 9 , , PUNCT fis-4904 609 10 s. s. PROPN fis-4904 609 11 ( ( PUNCT fis-4904 609 12 2012 2012 NUM fis-4904 609 13 ) ) PUNCT fis-4904 609 14 . . PUNCT fis-4904 610 1 bond bond NOUN fis-4904 610 2 behavior behavior NOUN fis-4904 610 3 of of ADP fis-4904 610 4 reinforcement reinforcement NOUN fis-4904 610 5 in in ADP fis-4904 610 6 conventional conventional ADJ fis-4904 610 7 and and CCONJ fis-4904 610 8 self self NOUN fis-4904 610 9 - - PUNCT fis-4904 610 10 compacting compact VERB fis-4904 610 11 concrete concrete NOUN fis-4904 610 12 . . PUNCT fis-4904 611 1 advances advance NOUN fis-4904 611 2 in in ADP fis-4904 611 3 structural structural ADJ fis-4904 611 4 engineering engineering NOUN fis-4904 611 5 , , PUNCT fis-4904 611 6 15(12 15(12 NUM fis-4904 611 7 ) ) PUNCT fis-4904 611 8 , , PUNCT fis-4904 611 9 pp pp PROPN fis-4904 611 10 . . PUNCT fis-4904 612 1 2033 2033 NUM fis-4904 612 2 - - SYM fis-4904 612 3 2051 2051 NUM fis-4904 612 4 . . PUNCT fis-4904 613 1 doi doi NOUN fis-4904 613 2 : : PUNCT fis-4904 613 3 10.1260/1369 10.1260/1369 NUM fis-4904 613 4 - - PUNCT fis-4904 613 5 4332.15.12.2 4332.15.12.2 NOUN fis-4904 613 6 . . PUNCT fis-4904 614 1 [ [ X fis-4904 614 2 11 11 NUM fis-4904 614 3 ] ] SYM fis-4904 614 4 xu xu PROPN fis-4904 614 5 , , PUNCT fis-4904 614 6 y.l y.l PROPN fis-4904 614 7 . . PROPN fis-4904 614 8 ( ( PUNCT fis-4904 614 9 1997 1997 NUM fis-4904 614 10 ) ) PUNCT fis-4904 614 11 . . PUNCT fis-4904 614 12 simplified simplified ADJ fis-4904 614 13 model model NOUN fis-4904 614 14 of of ADP fis-4904 614 15 bond bond NOUN fis-4904 614 16 - - PUNCT fis-4904 614 17 slip slip NOUN fis-4904 614 18 constitutive constitutive ADJ fis-4904 614 19 relationship relationship NOUN fis-4904 614 20 of of ADP fis-4904 614 21 reinforced reinforce VERB fis-4904 614 22 concrete concrete NOUN fis-4904 614 23 . . PUNCT fis-4904 615 1 eng eng PROPN fis-4904 615 2 . . PROPN fis-4904 615 3 mech mech PROPN fis-4904 615 4 , , PUNCT fis-4904 615 5 2 2 NUM fis-4904 615 6 , , PUNCT fis-4904 615 7 pp pp ADJ fis-4904 615 8 . . PUNCT fis-4904 615 9 3438 3438 NUM fis-4904 615 10 . . PUNCT fis-4904 616 1 [ [ X fis-4904 616 2 12 12 NUM fis-4904 616 3 ] ] PUNCT fis-4904 616 4 tang tang PROPN fis-4904 616 5 , , PUNCT fis-4904 616 6 c.w c.w PROPN fis-4904 616 7 . . PROPN fis-4904 616 8 and and CCONJ fis-4904 616 9 cheng cheng PROPN fis-4904 616 10 , , PUNCT fis-4904 616 11 c.k c.k PROPN fis-4904 616 12 . . PUNCT fis-4904 616 13 ( ( PUNCT fis-4904 616 14 2020 2020 NUM fis-4904 616 15 ) ) PUNCT fis-4904 616 16 . . PUNCT fis-4904 617 1 modeling model VERB fis-4904 617 2 local local ADJ fis-4904 617 3 bond bond NOUN fis-4904 617 4 stress stress NOUN fis-4904 617 5 – – PUNCT fis-4904 617 6 slip slip NOUN fis-4904 617 7 relationships relationship NOUN fis-4904 617 8 of of ADP fis-4904 617 9 reinforcing reinforce VERB fis-4904 617 10 bars bar NOUN fis-4904 617 11 embedded embed VERB fis-4904 617 12 in in ADP fis-4904 617 13 concrete concrete NOUN fis-4904 617 14 with with ADP fis-4904 617 15 different different ADJ fis-4904 617 16 strengths strength NOUN fis-4904 617 17 . . PUNCT fis-4904 618 1 materials material NOUN fis-4904 618 2 , , PUNCT fis-4904 618 3 13(17 13(17 PROPN fis-4904 618 4 ) ) PUNCT fis-4904 618 5 , , PUNCT fis-4904 618 6 p. p. NOUN fis-4904 618 7 3701 3701 NUM fis-4904 618 8 . . PUNCT fis-4904 619 1 doi doi NOUN fis-4904 619 2 : : PUNCT fis-4904 619 3 10.3390 10.3390 NUM fis-4904 619 4 / / SYM fis-4904 619 5 ma13173701 ma13173701 NOUN fis-4904 619 6 . . PUNCT fis-4904 620 1 [ [ X fis-4904 620 2 13 13 NUM fis-4904 620 3 ] ] SYM fis-4904 620 4 burdziński burdziński NOUN fis-4904 620 5 , , PUNCT fis-4904 620 6 m. m. NOUN fis-4904 620 7 and and CCONJ fis-4904 620 8 niedostatkiewicz niedostatkiewicz NOUN fis-4904 620 9 , , PUNCT fis-4904 620 10 m. m. NOUN fis-4904 620 11 ( ( PUNCT fis-4904 620 12 2022 2022 NUM fis-4904 620 13 ) ) PUNCT fis-4904 620 14 . . PUNCT fis-4904 621 1 experimental experimental ADJ fis-4904 621 2 - - PUNCT fis-4904 621 3 numerical numerical ADJ fis-4904 621 4 analysis analysis NOUN fis-4904 621 5 of of ADP fis-4904 621 6 the the DET fis-4904 621 7 effect effect NOUN fis-4904 621 8 of of ADP fis-4904 621 9 bar bar NOUN fis-4904 621 10 diameter diameter NOUN fis-4904 621 11 on on ADP fis-4904 621 12 bond bond NOUN fis-4904 621 13 in in ADP fis-4904 621 14 pull pull NOUN fis-4904 621 15 - - PUNCT fis-4904 621 16 out out ADP fis-4904 621 17 test test NOUN fis-4904 621 18 . . PUNCT fis-4904 622 1 buildings building NOUN fis-4904 622 2 , , PUNCT fis-4904 622 3 12(9 12(9 NUM fis-4904 622 4 ) ) PUNCT fis-4904 622 5 , , PUNCT fis-4904 622 6 p. p. NOUN fis-4904 622 7 1392 1392 NUM fis-4904 622 8 . . PUNCT fis-4904 623 1 doi doi NOUN fis-4904 623 2 : : PUNCT fis-4904 623 3 10.3390 10.3390 NUM fis-4904 623 4 / / SYM fis-4904 623 5 buildings12091392 buildings12091392 PROPN fis-4904 623 6 . . PUNCT fis-4904 624 1 [ [ X fis-4904 624 2 14 14 NUM fis-4904 624 3 ] ] PUNCT fis-4904 624 4 abbas abbas PROPN fis-4904 624 5 , , PUNCT fis-4904 624 6 n. n. PROPN fis-4904 624 7 , , PUNCT fis-4904 624 8 yousaf yousaf PROPN fis-4904 624 9 , , PUNCT fis-4904 624 10 m. m. NOUN fis-4904 624 11 , , PUNCT fis-4904 624 12 akbar akbar NOUN fis-4904 624 13 , , PUNCT fis-4904 624 14 m. m. NOUN fis-4904 624 15 , , PUNCT fis-4904 624 16 saeed saeed PROPN fis-4904 624 17 , , PUNCT fis-4904 624 18 m.a m.a PROPN fis-4904 624 19 . . PROPN fis-4904 624 20 , , PUNCT fis-4904 624 21 huali huali ADJ fis-4904 624 22 , , PUNCT fis-4904 624 23 p. p. NOUN fis-4904 624 24 and and CCONJ fis-4904 624 25 hussain hussain PROPN fis-4904 624 26 , , PUNCT fis-4904 624 27 z. z. PROPN fis-4904 624 28 ( ( PUNCT fis-4904 624 29 2022 2022 NUM fis-4904 624 30 ) ) PUNCT fis-4904 624 31 . . PUNCT fis-4904 625 1 an an DET fis-4904 625 2 experimental experimental ADJ fis-4904 625 3 investigation investigation NOUN fis-4904 625 4 and and CCONJ fis-4904 625 5 computer computer NOUN fis-4904 625 6 modeling modeling NOUN fis-4904 625 7 of of ADP fis-4904 625 8 direct direct ADJ fis-4904 625 9 tension tension NOUN fis-4904 625 10 pullout pullout NOUN fis-4904 625 11 test test NOUN fis-4904 625 12 of of ADP fis-4904 625 13 reinforced reinforce VERB fis-4904 625 14 concrete concrete ADJ fis-4904 625 15 cylinder cylinder NOUN fis-4904 625 16 . . PUNCT fis-4904 626 1 inventions invention NOUN fis-4904 626 2 , , PUNCT fis-4904 626 3 7(3 7(3 NUM fis-4904 626 4 ) ) PUNCT fis-4904 626 5 , , PUNCT fis-4904 626 6 p. p. NOUN fis-4904 626 7 77 77 NUM fis-4904 626 8 . . PUNCT fis-4904 627 1 doi doi NOUN fis-4904 627 2 : : PUNCT fis-4904 627 3 10.3390 10.3390 NUM fis-4904 627 4 / / SYM fis-4904 627 5 inventions7030077 inventions7030077 PROPN fis-4904 627 6 . . PUNCT fis-4904 628 1 [ [ X fis-4904 628 2 15 15 NUM fis-4904 628 3 ] ] X fis-4904 628 4 beliaev beliaev NOUN fis-4904 628 5 , , PUNCT fis-4904 628 6 m. m. NOUN fis-4904 628 7 , , PUNCT fis-4904 628 8 semenov semenov NOUN fis-4904 628 9 , , PUNCT fis-4904 628 10 a. a. NOUN fis-4904 628 11 , , PUNCT fis-4904 628 12 semenov semenov PROPN fis-4904 628 13 , , PUNCT fis-4904 628 14 s. s. PROPN fis-4904 628 15 and and CCONJ fis-4904 628 16 benin benin PROPN fis-4904 628 17 , , PUNCT fis-4904 628 18 a. a. NOUN fis-4904 628 19 ( ( PUNCT fis-4904 628 20 2016 2016 NUM fis-4904 628 21 ) ) PUNCT fis-4904 628 22 . . PUNCT fis-4904 629 1 simulation simulation NOUN fis-4904 629 2 of of ADP fis-4904 629 3 pulling pull VERB fis-4904 629 4 the the DET fis-4904 629 5 reinforcing reinforce VERB fis-4904 629 6 bar bar NOUN fis-4904 629 7 from from ADP fis-4904 629 8 concrete concrete ADJ fis-4904 629 9 block block NOUN fis-4904 629 10 with with ADP fis-4904 629 11 account account NOUN fis-4904 629 12 of of ADP fis-4904 629 13 friction friction NOUN fis-4904 629 14 and and CCONJ fis-4904 629 15 concrete concrete ADJ fis-4904 629 16 damage damage NOUN fis-4904 629 17 . . PUNCT fis-4904 630 1 in in ADP fis-4904 630 2 matec matec ADJ fis-4904 630 3 web web NOUN fis-4904 630 4 of of ADP fis-4904 630 5 conferences conference NOUN fis-4904 630 6 , , PUNCT fis-4904 630 7 73 73 NUM fis-4904 630 8 , , PUNCT fis-4904 630 9 04010 04010 NUM fis-4904 630 10 . . PUNCT fis-4904 631 1 edp edp PROPN fis-4904 631 2 sciences sciences PROPN fis-4904 631 3 . . PUNCT fis-4904 632 1 doi doi NOUN fis-4904 632 2 : : PUNCT fis-4904 632 3 10.1051 10.1051 NUM fis-4904 632 4 / / SYM fis-4904 632 5 matecconf/20167304010 matecconf/20167304010 NOUN fis-4904 632 6 . . PUNCT fis-4904 633 1 [ [ X fis-4904 633 2 16 16 NUM fis-4904 633 3 ] ] X fis-4904 633 4 murcia murcia PROPN fis-4904 633 5 - - PUNCT fis-4904 633 6 delso delso PROPN fis-4904 633 7 , , PUNCT fis-4904 633 8 j. j. PROPN fis-4904 633 9 and and CCONJ fis-4904 633 10 benson benson PROPN fis-4904 633 11 shing shing PROPN fis-4904 633 12 , , PUNCT fis-4904 633 13 p. p. NOUN fis-4904 633 14 ( ( PUNCT fis-4904 633 15 2015 2015 NUM fis-4904 633 16 ) ) PUNCT fis-4904 633 17 . . PUNCT fis-4904 634 1 bond bond NOUN fis-4904 634 2 - - PUNCT fis-4904 634 3 slip slip NOUN fis-4904 634 4 model model NOUN fis-4904 634 5 for for ADP fis-4904 634 6 detailed detailed ADJ fis-4904 634 7 finite finite ADJ fis-4904 634 8 - - ADJ fis-4904 634 9 element element ADJ fis-4904 634 10 analysis analysis NOUN fis-4904 634 11 of of ADP fis-4904 634 12 reinforced reinforce VERB fis-4904 634 13 concrete concrete ADJ fis-4904 634 14 structures structure NOUN fis-4904 634 15 . . PUNCT fis-4904 635 1 journal journal NOUN fis-4904 635 2 of of ADP fis-4904 635 3 structural structural ADJ fis-4904 635 4 engineering engineering NOUN fis-4904 635 5 , , PUNCT fis-4904 635 6 141(4 141(4 NUM fis-4904 635 7 ) ) PUNCT fis-4904 635 8 , , PUNCT fis-4904 635 9 p. p. NOUN fis-4904 635 10 04014125 04014125 NUM fis-4904 635 11 . . PUNCT fis-4904 636 1 doi doi NOUN fis-4904 636 2 : : PUNCT fis-4904 636 3 10.1061/(asce)st.1943 10.1061/(asce)st.1943 NUM fis-4904 636 4 - - PUNCT fis-4904 636 5 541x.000107 541x.000107 NUM fis-4904 636 6 . . PUNCT fis-4904 637 1 [ [ X fis-4904 637 2 17 17 NUM fis-4904 637 3 ] ] X fis-4904 637 4 cairns cairns PROPN fis-4904 637 5 , , PUNCT fis-4904 637 6 j. j. PROPN fis-4904 637 7 ( ( PUNCT fis-4904 637 8 2021 2021 NUM fis-4904 637 9 ) ) PUNCT fis-4904 637 10 . . PUNCT fis-4904 638 1 local local ADJ fis-4904 638 2 bond bond NOUN fis-4904 638 3 – – PUNCT fis-4904 638 4 slip slip NOUN fis-4904 638 5 model model NOUN fis-4904 638 6 for for ADP fis-4904 638 7 plain plain ADJ fis-4904 638 8 surface surface NOUN fis-4904 638 9 reinforcement reinforcement NOUN fis-4904 638 10 . . PUNCT fis-4904 639 1 structural structural ADJ fis-4904 639 2 concrete concrete NOUN fis-4904 639 3 , , PUNCT fis-4904 639 4 22(2 22(2 NUM fis-4904 639 5 ) ) PUNCT fis-4904 639 6 , , PUNCT fis-4904 639 7 pp pp PROPN fis-4904 639 8 . . PUNCT fis-4904 640 1 666 666 NUM fis-4904 640 2 - - SYM fis-4904 640 3 675 675 NUM fis-4904 640 4 . . PUNCT fis-4904 641 1 doi doi NOUN fis-4904 641 2 : : PUNCT fis-4904 641 3 10.1002 10.1002 NUM fis-4904 641 4 / / SYM fis-4904 641 5 suco.202000114 suco.202000114 PROPN fis-4904 641 6 . . PUNCT fis-4904 642 1 [ [ X fis-4904 642 2 18 18 NUM fis-4904 642 3 ] ] PUNCT fis-4904 642 4 tabatabaei tabatabaei NOUN fis-4904 642 5 mirhosseini mirhosseini PROPN fis-4904 642 6 , , PUNCT fis-4904 642 7 r. r. PROPN fis-4904 642 8 , , PUNCT fis-4904 642 9 araghizadeh araghizadeh PROPN fis-4904 642 10 , , PUNCT fis-4904 642 11 e. e. PROPN fis-4904 642 12 and and CCONJ fis-4904 642 13 rashidi rashidi PROPN fis-4904 642 14 , , PUNCT fis-4904 642 15 s. s. PROPN fis-4904 642 16 ( ( PUNCT fis-4904 642 17 2023 2023 NUM fis-4904 642 18 ) ) PUNCT fis-4904 642 19 . . PUNCT fis-4904 643 1 approximate approximate ADJ fis-4904 643 2 relationship relationship NOUN fis-4904 643 3 for for ADP fis-4904 643 4 the the DET fis-4904 643 5 bond bond NOUN fis-4904 643 6 - - PUNCT fis-4904 643 7 slip slip NOUN fis-4904 643 8 using use VERB fis-4904 643 9 a a DET fis-4904 643 10 concrete concrete ADJ fis-4904 643 11 damage damage NOUN fis-4904 643 12 - - PUNCT fis-4904 643 13 plastic plastic NOUN fis-4904 643 14 model model NOUN fis-4904 643 15 . . PUNCT fis-4904 644 1 advances advance NOUN fis-4904 644 2 in in ADP fis-4904 644 3 materials material NOUN fis-4904 644 4 science science NOUN fis-4904 644 5 and and CCONJ fis-4904 644 6 engineering engineering NOUN fis-4904 644 7 , , PUNCT fis-4904 644 8 2023 2023 NUM fis-4904 644 9 . . PUNCT fis-4904 645 1 doi doi NOUN fis-4904 645 2 : : PUNCT fis-4904 645 3 10.1155/2023/1320192 10.1155/2023/1320192 NUM fis-4904 645 4 . . PUNCT fis-4904 646 1 [ [ X fis-4904 646 2 19 19 NUM fis-4904 646 3 ] ] X fis-4904 646 4 luna luna PROPN fis-4904 646 5 molina molina PROPN fis-4904 646 6 , , PUNCT fis-4904 646 7 f.j f.j PROPN fis-4904 646 8 . . PROPN fis-4904 646 9 , , PUNCT fis-4904 646 10 fernández fernández PROPN fis-4904 646 11 ruiz ruiz PROPN fis-4904 646 12 , , PUNCT fis-4904 646 13 m.a m.a PROPN fis-4904 646 14 . . PROPN fis-4904 646 15 , , PUNCT fis-4904 646 16 hernández hernández PROPN fis-4904 646 17 montes montes PROPN fis-4904 646 18 , , PUNCT fis-4904 646 19 e. e. PROPN fis-4904 646 20 and and CCONJ fis-4904 646 21 alonso alonso PROPN fis-4904 646 22 alonso alonso PROPN fis-4904 646 23 , , PUNCT fis-4904 646 24 m.c m.c PROPN fis-4904 646 25 . . PROPN fis-4904 646 26 ( ( PUNCT fis-4904 646 27 2015 2015 NUM fis-4904 646 28 ) ) PUNCT fis-4904 646 29 . . PUNCT fis-4904 647 1 bond bond NOUN fis-4904 647 2 strength strength NOUN fis-4904 647 3 of of ADP fis-4904 647 4 galvanized galvanized ADJ fis-4904 647 5 steel steel NOUN fis-4904 647 6 : : PUNCT fis-4904 647 7 experimental experimental ADJ fis-4904 647 8 and and CCONJ fis-4904 647 9 numerical numerical PROPN fis-4904 647 10 study study NOUN fis-4904 647 11 based base VERB fis-4904 647 12 on on ADP fis-4904 647 13 pull pull NOUN fis-4904 647 14 - - PUNCT fis-4904 647 15 out out ADP fis-4904 647 16 tests test NOUN fis-4904 647 17 . . PUNCT fis-4904 648 1 in in ADP fis-4904 648 2 3rd 3rd ADJ fis-4904 648 3 international international ADJ fis-4904 648 4 conference conference NOUN fis-4904 648 5 on on ADP fis-4904 648 6 mechanical mechanical ADJ fis-4904 648 7 models model NOUN fis-4904 648 8 in in ADP fis-4904 648 9 structural structural ADJ fis-4904 648 10 engineering engineering NOUN fis-4904 648 11 , , PUNCT fis-4904 648 12 143 143 NUM fis-4904 648 13 - - SYM fis-4904 648 14 158 158 NUM fis-4904 648 15 . . PUNCT fis-4904 648 16 sevilla sevilla PROPN fis-4904 648 17 , , PUNCT fis-4904 648 18 españa españa PROPN fis-4904 648 19 : : PUNCT fis-4904 648 20 cmmost cmmost NOUN fis-4904 648 21 2015 2015 NUM fis-4904 648 22 . . PUNCT fis-4904 649 1 víctor víctor PROPN fis-4904 649 2 compán compán PROPN fis-4904 649 3 cardiel cardiel PROPN fis-4904 649 4 [ [ X fis-4904 649 5 etc etc X fis-4904 649 6 . . X fis-4904 649 7 ] ] PUNCT fis-4904 649 8 . . PUNCT fis-4904 650 1 [ [ X fis-4904 650 2 20 20 NUM fis-4904 650 3 ] ] SYM fis-4904 650 4 valente valente NOUN fis-4904 650 5 , , PUNCT fis-4904 650 6 m. m. NOUN fis-4904 650 7 ( ( PUNCT fis-4904 650 8 2012 2012 NUM fis-4904 650 9 ) ) PUNCT fis-4904 650 10 . . PUNCT fis-4904 651 1 bond bond NOUN fis-4904 651 2 strength strength NOUN fis-4904 651 3 between between ADP fis-4904 651 4 corroded corroded ADJ fis-4904 651 5 steel steel NOUN fis-4904 651 6 rebar rebar NOUN fis-4904 651 7 and and CCONJ fis-4904 651 8 concrete concrete NOUN fis-4904 651 9 . . PUNCT fis-4904 652 1 international international ADJ fis-4904 652 2 journal journal NOUN fis-4904 652 3 of of ADP fis-4904 652 4 engineering engineering NOUN fis-4904 652 5 and and CCONJ fis-4904 652 6 technology technology NOUN fis-4904 652 7 , , PUNCT fis-4904 652 8 4(5 4(5 PROPN fis-4904 652 9 ) ) PUNCT fis-4904 652 10 , , PUNCT fis-4904 653 1 p. p. NOUN fis-4904 653 2 653 653 NUM fis-4904 653 3 . . PUNCT fis-4904 654 1 doi doi NOUN fis-4904 654 2 : : PUNCT fis-4904 654 3 10.7763 10.7763 NUM fis-4904 654 4 / / SYM fis-4904 654 5 ijet.2012.v4.454 ijet.2012.v4.454 PROPN fis-4904 654 6 . . PUNCT fis-4904 655 1 [ [ X fis-4904 655 2 21 21 NUM fis-4904 655 3 ] ] X fis-4904 655 4 deng deng PROPN fis-4904 655 5 , , PUNCT fis-4904 655 6 m. m. NOUN fis-4904 655 7 , , PUNCT fis-4904 655 8 pan pan PROPN fis-4904 655 9 , , PUNCT fis-4904 655 10 j. j. PROPN fis-4904 655 11 and and CCONJ fis-4904 655 12 sun sun PROPN fis-4904 655 13 , , PUNCT fis-4904 655 14 h. h. PROPN fis-4904 655 15 ( ( PUNCT fis-4904 655 16 2018 2018 NUM fis-4904 655 17 ) ) PUNCT fis-4904 655 18 . . PUNCT fis-4904 656 1 bond bond NOUN fis-4904 656 2 behavior behavior NOUN fis-4904 656 3 of of ADP fis-4904 656 4 steel steel NOUN fis-4904 656 5 bar bar NOUN fis-4904 656 6 embedded embed VERB fis-4904 656 7 in in ADP fis-4904 656 8 engineered engineer VERB fis-4904 656 9 cementitious cementitious ADJ fis-4904 656 10 composites composite NOUN fis-4904 656 11 under under ADP fis-4904 656 12 pullout pullout NOUN fis-4904 656 13 load load NOUN fis-4904 656 14 . . PUNCT fis-4904 657 1 construction construction NOUN fis-4904 657 2 and and CCONJ fis-4904 657 3 building building NOUN fis-4904 657 4 materials material NOUN fis-4904 657 5 , , PUNCT fis-4904 657 6 168 168 NUM fis-4904 657 7 , , PUNCT fis-4904 657 8 pp pp ADJ fis-4904 657 9 . . PUNCT fis-4904 658 1 705 705 NUM fis-4904 658 2 - - SYM fis-4904 658 3 714 714 NUM fis-4904 658 4 . . PUNCT fis-4904 659 1 doi doi NOUN fis-4904 659 2 : : PUNCT fis-4904 659 3 10.1016 10.1016 NUM fis-4904 659 4 / / SYM fis-4904 659 5 j.conbuildmat.2018.02.165 j.conbuildmat.2018.02.165 PROPN fis-4904 659 6 . . PUNCT fis-4904 660 1 [ [ X fis-4904 660 2 22 22 NUM fis-4904 660 3 ] ] PUNCT fis-4904 660 4 lubliner lubliner NOUN fis-4904 660 5 , , PUNCT fis-4904 660 6 j. j. PROPN fis-4904 660 7 , , PUNCT fis-4904 660 8 oliver oliver PROPN fis-4904 660 9 , , PUNCT fis-4904 660 10 j. j. PROPN fis-4904 660 11 , , PUNCT fis-4904 660 12 oller oller PROPN fis-4904 660 13 , , PUNCT fis-4904 660 14 s. s. PROPN fis-4904 660 15 and and CCONJ fis-4904 660 16 onate onate PROPN fis-4904 660 17 , , PUNCT fis-4904 660 18 e. e. PROPN fis-4904 660 19 ( ( PUNCT fis-4904 660 20 1989 1989 NUM fis-4904 660 21 ) ) PUNCT fis-4904 660 22 . . PUNCT fis-4904 661 1 a a DET fis-4904 661 2 plastic plastic NOUN fis-4904 661 3 - - PUNCT fis-4904 661 4 damage damage NOUN fis-4904 661 5 model model NOUN fis-4904 661 6 for for ADP fis-4904 661 7 concrete concrete NOUN fis-4904 661 8 . . PUNCT fis-4904 662 1 international international ADJ fis-4904 662 2 journal journal PROPN fis-4904 662 3 of of ADP fis-4904 662 4 solids solid NOUN fis-4904 662 5 and and CCONJ fis-4904 662 6 structures structure NOUN fis-4904 662 7 , , PUNCT fis-4904 662 8 25(3 25(3 NUM fis-4904 662 9 ) ) PUNCT fis-4904 662 10 , , PUNCT fis-4904 662 11 pp pp PROPN fis-4904 662 12 . . PUNCT fis-4904 663 1 299 299 NUM fis-4904 663 2 - - SYM fis-4904 663 3 326 326 NUM fis-4904 663 4 . . PUNCT fis-4904 664 1 doi doi NOUN fis-4904 664 2 : : PUNCT fis-4904 664 3 10.1016/0020 10.1016/0020 NUM fis-4904 664 4 - - PUNCT fis-4904 664 5 7683(89)90050 7683(89)90050 NUM fis-4904 664 6 - - PUNCT fis-4904 664 7 4 4 NUM fis-4904 664 8 . . PUNCT fis-4904 665 1 [ [ X fis-4904 665 2 23 23 NUM fis-4904 665 3 ] ] X fis-4904 665 4 lee lee PROPN fis-4904 665 5 , , PUNCT fis-4904 665 6 j. j. PROPN fis-4904 665 7 and and CCONJ fis-4904 665 8 fenves fenve NOUN fis-4904 665 9 , , PUNCT fis-4904 665 10 g.l g.l PROPN fis-4904 665 11 . . PROPN fis-4904 665 12 ( ( PUNCT fis-4904 665 13 2001 2001 NUM fis-4904 665 14 ) ) PUNCT fis-4904 665 15 . . PUNCT fis-4904 666 1 a a DET fis-4904 666 2 return‐mapping return‐mappe VERB fis-4904 666 3 algorithm algorithm NOUN fis-4904 666 4 for for ADP fis-4904 666 5 plastic‐damage plastic‐damage NOUN fis-4904 666 6 models model NOUN fis-4904 666 7 : : PUNCT fis-4904 666 8 3‐d 3‐d NUM fis-4904 666 9 and and CCONJ fis-4904 666 10 plane plane NOUN fis-4904 666 11 stress stress NOUN fis-4904 666 12 formulation formulation NOUN fis-4904 666 13 . . PUNCT fis-4904 667 1 international international ADJ fis-4904 667 2 journal journal PROPN fis-4904 667 3 for for ADP fis-4904 667 4 numerical numerical ADJ fis-4904 667 5 methods method NOUN fis-4904 667 6 in in ADP fis-4904 667 7 engineering engineering NOUN fis-4904 667 8 , , PUNCT fis-4904 667 9 50(2 50(2 NUM fis-4904 667 10 ) ) PUNCT fis-4904 667 11 , , PUNCT fis-4904 667 12 pp pp ADP fis-4904 667 13 . . PUNCT fis-4904 668 1 487 487 NUM fis-4904 668 2 - - SYM fis-4904 668 3 506 506 NUM fis-4904 668 4 . . PUNCT fis-4904 669 1 doi doi NOUN fis-4904 669 2 : : PUNCT fis-4904 669 3 10.1002/1097 10.1002/1097 NUM fis-4904 669 4 - - PUNCT fis-4904 669 5 0207(20010120)50:2%3c487::aid 0207(20010120)50:2%3c487::aid NUM fis-4904 669 6 - - PUNCT fis-4904 669 7 nme44%3e3.0.co;2 nme44%3e3.0.co;2 NOUN fis-4904 669 8 - - PUNCT fis-4904 669 9 n. n. NOUN fis-4904 669 10 [ [ X fis-4904 669 11 24 24 NUM fis-4904 669 12 ] ] X fis-4904 669 13 lee lee PROPN fis-4904 669 14 , , PUNCT fis-4904 669 15 j. j. PROPN fis-4904 669 16 ( ( PUNCT fis-4904 669 17 1996 1996 NUM fis-4904 669 18 ) ) PUNCT fis-4904 669 19 . . PUNCT fis-4904 670 1 theory theory NOUN fis-4904 670 2 and and CCONJ fis-4904 670 3 implementation implementation NOUN fis-4904 670 4 of of ADP fis-4904 670 5 plastic plastic NOUN fis-4904 670 6 - - PUNCT fis-4904 670 7 damage damage NOUN fis-4904 670 8 model model NOUN fis-4904 670 9 for for ADP fis-4904 670 10 concrete concrete ADJ fis-4904 670 11 structures structure NOUN fis-4904 670 12 under under ADP fis-4904 670 13 cyclic cyclic ADJ fis-4904 670 14 and and CCONJ fis-4904 670 15 dynamic dynamic ADJ fis-4904 670 16 loading loading NOUN fis-4904 670 17 . . PUNCT fis-4904 671 1 university university PROPN fis-4904 671 2 of of ADP fis-4904 671 3 california california PROPN fis-4904 671 4 , , PUNCT fis-4904 671 5 berkeley berkeley PROPN fis-4904 671 6 . . PUNCT fis-4904 672 1 [ [ X fis-4904 672 2 25 25 NUM fis-4904 672 3 ] ] X fis-4904 672 4 lee lee PROPN fis-4904 672 5 , , PUNCT fis-4904 672 6 j. j. PROPN fis-4904 672 7 and and CCONJ fis-4904 672 8 fenves fenve NOUN fis-4904 672 9 , , PUNCT fis-4904 672 10 g.l g.l PROPN fis-4904 672 11 . . PROPN fis-4904 672 12 ( ( PUNCT fis-4904 672 13 1998 1998 NUM fis-4904 672 14 ) ) PUNCT fis-4904 672 15 . . PUNCT fis-4904 673 1 plastic plastic NOUN fis-4904 673 2 - - PUNCT fis-4904 673 3 damage damage NOUN fis-4904 673 4 model model NOUN fis-4904 673 5 for for ADP fis-4904 673 6 cyclic cyclic ADJ fis-4904 673 7 loading loading NOUN fis-4904 673 8 of of ADP fis-4904 673 9 concrete concrete ADJ fis-4904 673 10 structures structure NOUN fis-4904 673 11 . . PUNCT fis-4904 674 1 journal journal NOUN fis-4904 674 2 of of ADP fis-4904 674 3 engineering engineering NOUN fis-4904 674 4 mechanics mechanic NOUN fis-4904 674 5 , , PUNCT fis-4904 674 6 124(8 124(8 NUM fis-4904 674 7 ) ) PUNCT fis-4904 674 8 , , PUNCT fis-4904 674 9 pp pp PROPN fis-4904 674 10 . . PUNCT fis-4904 675 1 892 892 NUM fis-4904 675 2 - - SYM fis-4904 675 3 900 900 NUM fis-4904 675 4 . . PUNCT fis-4904 676 1 doi doi NOUN fis-4904 676 2 : : PUNCT fis-4904 676 3 10.1061/(asce)0733 10.1061/(asce)0733 NUM fis-4904 676 4 - - SYM fis-4904 676 5 9399(1998)124:8(892 9399(1998)124:8(892 NUM fis-4904 676 6 ) ) PUNCT fis-4904 676 7 . . PUNCT fis-4904 677 1 [ [ X fis-4904 677 2 26 26 NUM fis-4904 677 3 ] ] SYM fis-4904 677 4 gb gb PROPN fis-4904 677 5 50010 50010 NUM fis-4904 677 6 - - SYM fis-4904 677 7 2010 2010 NUM fis-4904 677 8 ( ( PUNCT fis-4904 677 9 2010 2010 NUM fis-4904 677 10 ) ) PUNCT fis-4904 677 11 . . PUNCT fis-4904 678 1 code code NOUN fis-4904 678 2 for for ADP fis-4904 678 3 design design NOUN fis-4904 678 4 of of ADP fis-4904 678 5 concrete concrete ADJ fis-4904 678 6 structures structure NOUN fis-4904 678 7 . . PUNCT fis-4904 679 1 standardization standardization NOUN fis-4904 679 2 administration administration NOUN fis-4904 679 3 of of ADP fis-4904 679 4 china china PROPN fis-4904 679 5 : : PUNCT fis-4904 679 6 beijing beijing PROPN fis-4904 679 7 , , PUNCT fis-4904 679 8 china china PROPN fis-4904 679 9 . . PUNCT fis-4904 680 1 [ [ X fis-4904 680 2 27 27 NUM fis-4904 680 3 ] ] X fis-4904 680 4 shao shao PROPN fis-4904 680 5 , , PUNCT fis-4904 680 6 s. s. PROPN fis-4904 680 7 , , PUNCT fis-4904 680 8 wu wu PROPN fis-4904 680 9 , , PUNCT fis-4904 680 10 y. y. PROPN fis-4904 680 11 , , PUNCT fis-4904 680 12 fu fu PROPN fis-4904 680 13 , , PUNCT fis-4904 680 14 h. h. PROPN fis-4904 680 15 , , PUNCT fis-4904 680 16 feng feng PROPN fis-4904 680 17 , , PUNCT fis-4904 680 18 s. s. PROPN fis-4904 680 19 and and CCONJ fis-4904 680 20 zhang zhang PROPN fis-4904 680 21 , , PUNCT fis-4904 680 22 j. j. PROPN fis-4904 680 23 ( ( PUNCT fis-4904 680 24 2023 2023 NUM fis-4904 680 25 ) ) PUNCT fis-4904 680 26 . . PUNCT fis-4904 681 1 numerical numerical ADJ fis-4904 681 2 investigation investigation NOUN fis-4904 681 3 on on ADP fis-4904 681 4 the the DET fis-4904 681 5 mechanical mechanical ADJ fis-4904 681 6 properties property NOUN fis-4904 681 7 of of ADP fis-4904 681 8 vault vault NOUN fis-4904 681 9 void void ADJ fis-4904 681 10 lining lining NOUN fis-4904 681 11 and and CCONJ fis-4904 681 12 steel steel NOUN fis-4904 681 13 plate plate NOUN fis-4904 681 14 strengthening strengthening NOUN fis-4904 681 15 . . PUNCT fis-4904 682 1 materials material NOUN fis-4904 682 2 , , PUNCT fis-4904 682 3 16(2 16(2 NUM fis-4904 682 4 ) ) PUNCT fis-4904 682 5 , , PUNCT fis-4904 683 1 p. p. NOUN fis-4904 683 2 789 789 NUM fis-4904 683 3 . . PUNCT fis-4904 684 1 doi doi NOUN fis-4904 684 2 : : PUNCT fis-4904 684 3 10.3390 10.3390 NUM fis-4904 684 4 / / SYM fis-4904 684 5 ma16020789 ma16020789 ADJ fis-4904 684 6 . . PUNCT fis-4904 685 1 [ [ X fis-4904 685 2 28 28 NUM fis-4904 685 3 ] ] X fis-4904 685 4 rewers rewer NOUN fis-4904 685 5 , , PUNCT fis-4904 685 6 i. i. NOUN fis-4904 685 7 ( ( PUNCT fis-4904 685 8 2019 2019 NUM fis-4904 685 9 ) ) PUNCT fis-4904 685 10 . . PUNCT fis-4904 686 1 numerical numerical ADJ fis-4904 686 2 analysis analysis NOUN fis-4904 686 3 of of ADP fis-4904 686 4 rc rc PROPN fis-4904 686 5 beam beam NOUN fis-4904 686 6 with with ADP fis-4904 686 7 high high ADJ fis-4904 686 8 strength strength NOUN fis-4904 686 9 steel steel NOUN fis-4904 686 10 reinforcement reinforcement NOUN fis-4904 686 11 using use VERB fis-4904 686 12 cdp cdp NOUN fis-4904 686 13 model model NOUN fis-4904 686 14 . . PUNCT fis-4904 687 1 in in ADP fis-4904 687 2 iop iop PROPN fis-4904 687 3 conference conference NOUN fis-4904 687 4 series series NOUN fis-4904 687 5 : : PUNCT fis-4904 687 6 materials material NOUN fis-4904 687 7 science science NOUN fis-4904 687 8 and and CCONJ fis-4904 687 9 engineering engineering NOUN fis-4904 687 10 , , PUNCT fis-4904 687 11 471(2 471(2 NUM fis-4904 687 12 ) ) PUNCT fis-4904 687 13 , , PUNCT fis-4904 687 14 p. p. NOUN fis-4904 687 15 022025 022025 NUM fis-4904 687 16 ) ) PUNCT fis-4904 687 17 . . PUNCT fis-4904 688 1 iop iop PROPN fis-4904 688 2 publishing publishing NOUN fis-4904 688 3 . . PUNCT fis-4904 689 1 m. m. PROPN fis-4904 689 2 b. b. PROPN fis-4904 689 3 prince prince PROPN fis-4904 689 4 et et PROPN fis-4904 689 5 alii alii PROPN fis-4904 689 6 , , PUNCT fis-4904 689 7 frattura frattura PROPN fis-4904 689 8 ed ed PROPN fis-4904 689 9 integrità integrità PROPN fis-4904 689 10 strutturale strutturale PROPN fis-4904 689 11 , , PUNCT fis-4904 689 12 69 69 NUM fis-4904 689 13 ( ( PUNCT fis-4904 689 14 2024 2024 NUM fis-4904 689 15 ) ) PUNCT fis-4904 689 16 154 154 NUM fis-4904 689 17 - - SYM fis-4904 689 18 180 180 NUM fis-4904 689 19 ; ; PUNCT fis-4904 689 20 doi doi NOUN fis-4904 689 21 : : PUNCT fis-4904 689 22 10.3221 10.3221 NUM fis-4904 689 23 / / SYM fis-4904 689 24 igf igf PROPN fis-4904 689 25 - - PUNCT fis-4904 689 26 esis.69.12 esis.69.12 PROPN fis-4904 689 27 180 180 NUM fis-4904 690 1 [ [ SYM fis-4904 690 2 29 29 NUM fis-4904 690 3 ] ] X fis-4904 690 4 guo guo PROPN fis-4904 690 5 , , PUNCT fis-4904 690 6 y.b y.b PROPN fis-4904 690 7 . . PROPN fis-4904 690 8 , , PUNCT fis-4904 690 9 gao gao PROPN fis-4904 690 10 , , PUNCT fis-4904 690 11 g.f g.f PROPN fis-4904 690 12 . . PROPN fis-4904 690 13 , , PUNCT fis-4904 690 14 jing jing PROPN fis-4904 690 15 , , PUNCT fis-4904 690 16 l. l. PROPN fis-4904 690 17 and and CCONJ fis-4904 690 18 shim shim NOUN fis-4904 690 19 , , PUNCT fis-4904 690 20 v.p v.p PROPN fis-4904 690 21 . . PROPN fis-4904 690 22 w. w. PROPN fis-4904 690 23 ( ( PUNCT fis-4904 690 24 2017 2017 NUM fis-4904 690 25 ) ) PUNCT fis-4904 690 26 . . PUNCT fis-4904 691 1 response response NOUN fis-4904 691 2 of of ADP fis-4904 691 3 high high ADJ fis-4904 691 4 - - PUNCT fis-4904 691 5 strength strength NOUN fis-4904 691 6 concrete concrete NOUN fis-4904 691 7 to to ADP fis-4904 691 8 dynamic dynamic ADJ fis-4904 691 9 compressive compressive ADJ fis-4904 691 10 loading loading NOUN fis-4904 691 11 . . PUNCT fis-4904 692 1 international international ADJ fis-4904 692 2 journal journal PROPN fis-4904 692 3 of of ADP fis-4904 692 4 impact impact NOUN fis-4904 692 5 engineering engineering NOUN fis-4904 692 6 , , PUNCT fis-4904 692 7 108 108 NUM fis-4904 692 8 , , PUNCT fis-4904 692 9 pp pp ADJ fis-4904 692 10 . . PUNCT fis-4904 693 1 114 114 NUM fis-4904 693 2 - - SYM fis-4904 693 3 135 135 NUM fis-4904 693 4 . . PUNCT fis-4904 694 1 doi doi NOUN fis-4904 694 2 : : PUNCT fis-4904 694 3 10.1016 10.1016 NUM fis-4904 694 4 / / SYM fis-4904 694 5 j.ijimpeng.2017.04.015 j.ijimpeng.2017.04.015 PROPN fis-4904 694 6 . . PUNCT fis-4904 695 1 [ [ X fis-4904 695 2 30 30 NUM fis-4904 695 3 ] ] X fis-4904 695 4 michał michał PROPN fis-4904 695 5 , , PUNCT fis-4904 695 6 s. s. PROPN fis-4904 695 7 and and CCONJ fis-4904 695 8 andrzej andrzej PROPN fis-4904 695 9 , , PUNCT fis-4904 695 10 w. w. PROPN fis-4904 695 11 ( ( PUNCT fis-4904 695 12 2015 2015 NUM fis-4904 695 13 ) ) PUNCT fis-4904 695 14 . . PUNCT fis-4904 696 1 calibration calibration NOUN fis-4904 696 2 of of ADP fis-4904 696 3 the the DET fis-4904 696 4 cdp cdp PROPN fis-4904 696 5 model model NOUN fis-4904 696 6 parameters parameter NOUN fis-4904 696 7 in in ADP fis-4904 696 8 abaqus abaqus PROPN fis-4904 696 9 . . PUNCT fis-4904 697 1 world world PROPN fis-4904 697 2 congr congr PROPN fis-4904 697 3 adv adv PROPN fis-4904 697 4 struct struct NOUN fis-4904 697 5 eng eng PROPN fis-4904 697 6 mech mech NOUN fis-4904 697 7 ( ( PUNCT fis-4904 697 8 asem asem NOUN fis-4904 697 9 15 15 NUM fis-4904 697 10 ) ) PUNCT fis-4904 697 11 , , PUNCT fis-4904 697 12 incheon incheon PROPN fis-4904 697 13 korea korea PROPN fis-4904 697 14 . . PUNCT fis-4904 698 1 [ [ X fis-4904 698 2 31 31 NUM fis-4904 698 3 ] ] SYM fis-4904 698 4 wosatko wosatko PROPN fis-4904 698 5 , , PUNCT fis-4904 698 6 a. a. NOUN fis-4904 698 7 , , PUNCT fis-4904 698 8 winnicki winnicki PROPN fis-4904 698 9 , , PUNCT fis-4904 698 10 a. a. PROPN fis-4904 698 11 , , PUNCT fis-4904 698 12 polak polak PROPN fis-4904 698 13 , , PUNCT fis-4904 698 14 m.a m.a PROPN fis-4904 698 15 . . PROPN fis-4904 698 16 and and CCONJ fis-4904 698 17 pamin pamin PROPN fis-4904 698 18 , , PUNCT fis-4904 698 19 j. j. PROPN fis-4904 698 20 ( ( PUNCT fis-4904 698 21 2019 2019 NUM fis-4904 698 22 ) ) PUNCT fis-4904 698 23 . . PUNCT fis-4904 699 1 role role NOUN fis-4904 699 2 of of ADP fis-4904 699 3 dilatancy dilatancy PROPN fis-4904 699 4 angle angle NOUN fis-4904 699 5 in in ADP fis-4904 699 6 plasticity plasticity NOUN fis-4904 699 7 - - PUNCT fis-4904 699 8 based base VERB fis-4904 699 9 models model NOUN fis-4904 699 10 of of ADP fis-4904 699 11 concrete concrete NOUN fis-4904 699 12 . . PUNCT fis-4904 700 1 archives archive NOUN fis-4904 700 2 of of ADP fis-4904 700 3 civil civil ADJ fis-4904 700 4 and and CCONJ fis-4904 700 5 mechanical mechanical ADJ fis-4904 700 6 engineering engineering NOUN fis-4904 700 7 , , PUNCT fis-4904 700 8 19 19 NUM fis-4904 700 9 , , PUNCT fis-4904 700 10 pp pp ADJ fis-4904 700 11 . . PUNCT fis-4904 701 1 1268 1268 NUM fis-4904 701 2 - - SYM fis-4904 701 3 1283 1283 NUM fis-4904 701 4 . . PUNCT fis-4904 702 1 doi doi NOUN fis-4904 702 2 : : PUNCT fis-4904 702 3 10.1016 10.1016 NUM fis-4904 702 4 / / SYM fis-4904 702 5 j.acme.2019.07.003 j.acme.2019.07.003 PROPN fis-4904 703 1 [ [ X fis-4904 703 2 32 32 NUM fis-4904 703 3 ] ] SYM fis-4904 703 4 niu niu PROPN fis-4904 703 5 , , PUNCT fis-4904 703 6 y. y. PROPN fis-4904 703 7 , , PUNCT fis-4904 703 8 wang wang PROPN fis-4904 703 9 , , PUNCT fis-4904 703 10 w. w. PROPN fis-4904 703 11 , , PUNCT fis-4904 703 12 su su PROPN fis-4904 703 13 , , PUNCT fis-4904 703 14 y. y. PROPN fis-4904 703 15 , , PUNCT fis-4904 703 16 jia jia PROPN fis-4904 703 17 , , PUNCT fis-4904 703 18 f. f. PROPN fis-4904 703 19 and and CCONJ fis-4904 703 20 long long ADV fis-4904 703 21 , , PUNCT fis-4904 703 22 x. x. NOUN fis-4904 703 23 ( ( PUNCT fis-4904 703 24 2023 2023 NUM fis-4904 703 25 ) ) PUNCT fis-4904 703 26 . . PUNCT fis-4904 704 1 plastic plastic ADJ fis-4904 704 2 damage damage NOUN fis-4904 704 3 prediction prediction NOUN fis-4904 704 4 of of ADP fis-4904 704 5 concrete concrete NOUN fis-4904 704 6 under under ADP fis-4904 704 7 compression compression NOUN fis-4904 704 8 based base VERB fis-4904 704 9 on on ADP fis-4904 704 10 deep deep ADJ fis-4904 704 11 learning learning NOUN fis-4904 704 12 . . PUNCT fis-4904 705 1 acta acta PROPN fis-4904 705 2 mechanica mechanica PROPN fis-4904 705 3 , , PUNCT fis-4904 705 4 pp pp PROPN fis-4904 705 5 . . PUNCT fis-4904 706 1 1 1 NUM fis-4904 706 2 - - SYM fis-4904 706 3 12 12 NUM fis-4904 706 4 . . PUNCT fis-4904 707 1 doi doi NOUN fis-4904 707 2 : : PUNCT fis-4904 707 3 10.1007 10.1007 NUM fis-4904 707 4 / / SYM fis-4904 707 5 s00707 s00707 NOUN fis-4904 707 6 - - PUNCT fis-4904 707 7 023 023 NUM fis-4904 707 8 - - PUNCT fis-4904 707 9 03743 03743 NUM fis-4904 707 10 - - SYM fis-4904 707 11 8 8 NUM fis-4904 707 12 . . PUNCT fis-4904 708 1 [ [ X fis-4904 708 2 33 33 NUM fis-4904 708 3 ] ] SYM fis-4904 708 4 sidoroff sidoroff NOUN fis-4904 708 5 , , PUNCT fis-4904 708 6 f. f. PROPN fis-4904 708 7 ( ( PUNCT fis-4904 708 8 1981 1981 NUM fis-4904 708 9 ) ) PUNCT fis-4904 708 10 . . PUNCT fis-4904 709 1 description description NOUN fis-4904 709 2 of of ADP fis-4904 709 3 anisotropic anisotropic NOUN fis-4904 709 4 damage damage NOUN fis-4904 709 5 application application NOUN fis-4904 709 6 to to ADP fis-4904 709 7 elasticity elasticity NOUN fis-4904 709 8 . . PUNCT fis-4904 710 1 in in ADP fis-4904 710 2 physical physical ADJ fis-4904 710 3 non non NOUN fis-4904 710 4 - - NOUN fis-4904 710 5 linearities linearity NOUN fis-4904 710 6 in in ADP fis-4904 710 7 structural structural ADJ fis-4904 710 8 analysis analysis NOUN fis-4904 710 9 : : PUNCT fis-4904 710 10 symposium symposium NOUN fis-4904 710 11 senlis senlis PROPN fis-4904 710 12 , , PUNCT fis-4904 710 13 france france PROPN fis-4904 710 14 may may PROPN fis-4904 710 15 27–30 27–30 NUM fis-4904 710 16 , , PUNCT fis-4904 710 17 1980 1980 NUM fis-4904 710 18 ( ( PUNCT fis-4904 710 19 pp pp ADJ fis-4904 710 20 . . PUNCT fis-4904 711 1 237 237 NUM fis-4904 711 2 - - SYM fis-4904 711 3 244 244 NUM fis-4904 711 4 ) ) PUNCT fis-4904 711 5 . . PUNCT fis-4904 712 1 berlin berlin PROPN fis-4904 712 2 , , PUNCT fis-4904 712 3 heidelberg heidelberg PROPN fis-4904 712 4 : : PUNCT fis-4904 712 5 springer springer PROPN fis-4904 712 6 berlin berlin PROPN fis-4904 712 7 heidelberg heidelberg PROPN fis-4904 712 8 . . PUNCT fis-4904 713 1 doi doi NOUN fis-4904 713 2 : : PUNCT fis-4904 713 3 10.1007/978 10.1007/978 NUM fis-4904 713 4 - - SYM fis-4904 713 5 3 3 NUM fis-4904 713 6 - - PUNCT fis-4904 713 7 642 642 NUM fis-4904 713 8 - - PUNCT fis-4904 713 9 81582 81582 NUM fis-4904 713 10 - - PUNCT fis-4904 713 11 9_35 9_35 NUM fis-4904 713 12 . . PUNCT fis-4904 714 1 [ [ X fis-4904 714 2 34 34 NUM fis-4904 714 3 ] ] PUNCT fis-4904 714 4 manual manual NOUN fis-4904 714 5 , , PUNCT fis-4904 714 6 a.b.a.q.u.s a.b.a.q.u.s PROPN fis-4904 714 7 . . PROPN fis-4904 714 8 ( ( PUNCT fis-4904 714 9 2014 2014 NUM fis-4904 714 10 ) ) PUNCT fis-4904 714 11 . . PUNCT fis-4904 715 1 abaqus abaqus NOUN fis-4904 715 2 6.14 6.14 NUM fis-4904 715 3 analysis analysis NOUN fis-4904 715 4 user user NOUN fis-4904 715 5 's 's PART fis-4904 715 6 manual manual NOUN fis-4904 715 7 . . PUNCT fis-4904 716 1 online online ADJ fis-4904 716 2 documentation documentation NOUN fis-4904 716 3 help help NOUN fis-4904 716 4 : : PUNCT fis-4904 716 5 dassault dassault NOUN fis-4904 716 6 systemes systeme NOUN fis-4904 716 7 . . PUNCT fis-4904 717 1 [ [ X fis-4904 717 2 35 35 NUM fis-4904 717 3 ] ] PUNCT fis-4904 717 4 wriggers wrigger NOUN fis-4904 717 5 , , PUNCT fis-4904 717 6 p. p. NOUN fis-4904 717 7 and and CCONJ fis-4904 717 8 wriggers wrigger NOUN fis-4904 717 9 , , PUNCT fis-4904 717 10 p. p. NOUN fis-4904 717 11 , , PUNCT fis-4904 717 12 2006 2006 NUM fis-4904 717 13 . . PUNCT fis-4904 718 1 discretization discretization NOUN fis-4904 718 2 , , PUNCT fis-4904 718 3 large large ADJ fis-4904 718 4 deformation deformation NOUN fis-4904 718 5 contact contact NOUN fis-4904 718 6 . . PUNCT fis-4904 719 1 computational computational ADJ fis-4904 719 2 contact contact NOUN fis-4904 719 3 mechanics mechanic NOUN fis-4904 719 4 , , PUNCT fis-4904 719 5 pp pp ADJ fis-4904 719 6 . . PUNCT fis-4904 720 1 225 225 NUM fis-4904 720 2 - - SYM fis-4904 720 3 307 307 NUM fis-4904 720 4 . . PUNCT fis-4904 721 1 doi doi NOUN fis-4904 721 2 : : PUNCT fis-4904 721 3 10.1007/978 10.1007/978 NUM fis-4904 721 4 - - SYM fis-4904 721 5 3 3 NUM fis-4904 721 6 - - PUNCT fis-4904 721 7 540 540 NUM fis-4904 721 8 - - PUNCT fis-4904 721 9 32609 32609 NUM fis-4904 721 10 - - PUNCT fis-4904 721 11 0_9 0_9 NUM fis-4904 721 12 . . PUNCT fis-4904 722 1 [ [ X fis-4904 722 2 36 36 NUM fis-4904 722 3 ] ] PUNCT fis-4904 722 4 seok seok PROPN fis-4904 722 5 , , PUNCT fis-4904 722 6 s. s. PROPN fis-4904 722 7 , , PUNCT fis-4904 722 8 haikal haikal PROPN fis-4904 722 9 , , PUNCT fis-4904 722 10 g. g. PROPN fis-4904 722 11 , , PUNCT fis-4904 722 12 ramirez ramirez PROPN fis-4904 722 13 , , PUNCT fis-4904 722 14 j.a j.a PROPN fis-4904 722 15 . . PROPN fis-4904 722 16 , , PUNCT fis-4904 722 17 lowes lowes PROPN fis-4904 722 18 , , PUNCT fis-4904 722 19 l.n l.n PROPN fis-4904 722 20 . . PROPN fis-4904 722 21 and and CCONJ fis-4904 722 22 lim lim PROPN fis-4904 722 23 , , PUNCT fis-4904 722 24 j. j. PROPN fis-4904 722 25 ( ( PUNCT fis-4904 722 26 2020 2020 NUM fis-4904 722 27 ) ) PUNCT fis-4904 722 28 . . PUNCT fis-4904 723 1 finite finite PROPN fis-4904 723 2 element element PROPN fis-4904 723 3 simulation simulation NOUN fis-4904 723 4 of of ADP fis-4904 723 5 bond bond NOUN fis-4904 723 6 - - PUNCT fis-4904 723 7 zone zone NOUN fis-4904 723 8 behavior behavior NOUN fis-4904 723 9 of of ADP fis-4904 723 10 pullout pullout NOUN fis-4904 723 11 test test NOUN fis-4904 723 12 of of ADP fis-4904 723 13 reinforcement reinforcement NOUN fis-4904 723 14 embedded embed VERB fis-4904 723 15 in in ADP fis-4904 723 16 concrete concrete NOUN fis-4904 723 17 using use VERB fis-4904 723 18 concrete concrete ADJ fis-4904 723 19 damage damage NOUN fis-4904 723 20 - - PUNCT fis-4904 723 21 plasticity plasticity NOUN fis-4904 723 22 model model NOUN fis-4904 723 23 2 2 NUM fis-4904 723 24 ( ( PUNCT fis-4904 723 25 cdpm2 cdpm2 NOUN fis-4904 723 26 ) ) PUNCT fis-4904 723 27 . . PUNCT fis-4904 724 1 engineering engineering NOUN fis-4904 724 2 structures structure NOUN fis-4904 724 3 , , PUNCT fis-4904 724 4 221 221 NUM fis-4904 724 5 , , PUNCT fis-4904 724 6 p. p. NOUN fis-4904 724 7 110984 110984 NUM fis-4904 724 8 . . PUNCT fis-4904 725 1 doi doi NOUN fis-4904 725 2 : : PUNCT fis-4904 725 3 10.1016 10.1016 NUM fis-4904 725 4 / / SYM fis-4904 725 5 j.engstruct.2020.110984 j.engstruct.2020.110984 NOUN fis-4904 725 6 . . PUNCT fis-4904 726 1 [ [ X fis-4904 726 2 37 37 NUM fis-4904 726 3 ] ] PUNCT fis-4904 726 4 lagier lagier NOUN fis-4904 726 5 , , PUNCT fis-4904 726 6 f. f. PROPN fis-4904 726 7 , , PUNCT fis-4904 726 8 massicotte massicotte PROPN fis-4904 726 9 , , PUNCT fis-4904 726 10 b. b. PROPN fis-4904 726 11 and and CCONJ fis-4904 726 12 charron charron PROPN fis-4904 726 13 , , PUNCT fis-4904 726 14 j.p j.p PROPN fis-4904 726 15 . . PROPN fis-4904 726 16 ( ( PUNCT fis-4904 726 17 2016 2016 NUM fis-4904 726 18 ) ) PUNCT fis-4904 726 19 . . PUNCT fis-4904 727 1 3d 3d PROPN fis-4904 727 2 nonlinear nonlinear ADJ fis-4904 727 3 finite finite ADJ fis-4904 727 4 - - ADJ fis-4904 727 5 element element ADJ fis-4904 727 6 modeling modeling NOUN fis-4904 727 7 of of ADP fis-4904 727 8 lap lap NOUN fis-4904 727 9 splices splice NOUN fis-4904 727 10 in in ADP fis-4904 727 11 uhpfrc uhpfrc NOUN fis-4904 727 12 . . PUNCT fis-4904 728 1 journal journal NOUN fis-4904 728 2 of of ADP fis-4904 728 3 structural structural ADJ fis-4904 728 4 engineering engineering NOUN fis-4904 728 5 , , PUNCT fis-4904 728 6 142(11 142(11 NUM fis-4904 728 7 ) ) PUNCT fis-4904 728 8 , , PUNCT fis-4904 728 9 p. p. NOUN fis-4904 728 10 04016087 04016087 NUM fis-4904 728 11 . . PUNCT fis-4904 729 1 doi doi NOUN fis-4904 729 2 : : PUNCT fis-4904 729 3 10.1061/(asce)st.1943 10.1061/(asce)st.1943 NUM fis-4904 729 4 - - PUNCT fis-4904 729 5 541x.00015 541x.00015 NOUN fis-4904 729 6 . . PUNCT fis-4904 730 1 [ [ X fis-4904 730 2 38 38 NUM fis-4904 730 3 ] ] PUNCT fis-4904 730 4 seok seok PROPN fis-4904 730 5 , , PUNCT fis-4904 730 6 s. s. PROPN fis-4904 730 7 , , PUNCT fis-4904 730 8 haikal haikal PROPN fis-4904 730 9 , , PUNCT fis-4904 730 10 g. g. PROPN fis-4904 730 11 , , PUNCT fis-4904 730 12 ramirez ramirez PROPN fis-4904 730 13 , , PUNCT fis-4904 730 14 j.a j.a PROPN fis-4904 730 15 . . PROPN fis-4904 730 16 and and CCONJ fis-4904 730 17 lowes lowes PROPN fis-4904 730 18 , , PUNCT fis-4904 730 19 l.n l.n PROPN fis-4904 730 20 . . PROPN fis-4904 730 21 ( ( PUNCT fis-4904 730 22 2018 2018 NUM fis-4904 730 23 ) ) PUNCT fis-4904 730 24 . . PUNCT fis-4904 731 1 high high ADJ fis-4904 731 2 - - PUNCT fis-4904 731 3 resolution resolution NOUN fis-4904 731 4 finite finite ADJ fis-4904 731 5 element element NOUN fis-4904 731 6 modeling modeling NOUN fis-4904 731 7 for for ADP fis-4904 731 8 bond bond NOUN fis-4904 731 9 in in ADP fis-4904 731 10 highstrength highstrength NOUN fis-4904 731 11 concrete concrete ADJ fis-4904 731 12 beam beam NOUN fis-4904 731 13 . . PUNCT fis-4904 732 1 engineering engineering NOUN fis-4904 732 2 structures structure NOUN fis-4904 732 3 , , PUNCT fis-4904 732 4 173 173 NUM fis-4904 732 5 , , PUNCT fis-4904 732 6 pp pp ADJ fis-4904 732 7 . . PUNCT fis-4904 733 1 918 918 NUM fis-4904 733 2 - - SYM fis-4904 733 3 932 932 NUM fis-4904 733 4 . . PUNCT fis-4904 733 5 doi doi NOUN fis-4904 733 6 : : PUNCT fis-4904 733 7 10.1016 10.1016 NUM fis-4904 733 8 / / SYM fis-4904 733 9 j.engstruct.2018.06.068 j.engstruct.2018.06.068 PROPN fis-4904 733 10 . . PUNCT fis-4904 734 1 [ [ X fis-4904 734 2 39 39 NUM fis-4904 734 3 ] ] PUNCT fis-4904 734 4 idun idun PROPN fis-4904 734 5 , , PUNCT fis-4904 734 6 e.k e.k PROPN fis-4904 734 7 . . PROPN fis-4904 734 8 and and CCONJ fis-4904 734 9 darwin darwin PROPN fis-4904 734 10 , , PUNCT fis-4904 734 11 d. d. PROPN fis-4904 734 12 ( ( PUNCT fis-4904 734 13 1999 1999 NUM fis-4904 734 14 ) ) PUNCT fis-4904 734 15 . . PUNCT fis-4904 735 1 bond bond NOUN fis-4904 735 2 of of ADP fis-4904 735 3 epoxy epoxy NOUN fis-4904 735 4 - - PUNCT fis-4904 735 5 coated coat VERB fis-4904 735 6 reinforcement reinforcement NOUN fis-4904 735 7 : : PUNCT fis-4904 735 8 coefficient coefficient NOUN fis-4904 735 9 of of ADP fis-4904 735 10 friction friction NOUN fis-4904 735 11 and and CCONJ fis-4904 735 12 rib rib NOUN fis-4904 735 13 face face NOUN fis-4904 735 14 angle angle NOUN fis-4904 735 15 . . PUNCT fis-4904 736 1 american american PROPN fis-4904 736 2 concrete concrete PROPN fis-4904 736 3 institute institute PROPN fis-4904 736 4 . . PUNCT fis-4904 737 1 doi doi NOUN fis-4904 737 2 : : PUNCT fis-4904 737 3 10.14359/698 10.14359/698 NUM fis-4904 737 4 . . PUNCT fis-4904 738 1 [ [ X fis-4904 738 2 40 40 NUM fis-4904 738 3 ] ] PUNCT fis-4904 738 4 eligehausen eligehausen NOUN fis-4904 738 5 , , PUNCT fis-4904 738 6 r. r. PROPN fis-4904 738 7 , , PUNCT fis-4904 738 8 popov popov PROPN fis-4904 738 9 , , PUNCT fis-4904 738 10 e.p e.p PROPN fis-4904 738 11 . . PROPN fis-4904 738 12 and and CCONJ fis-4904 738 13 bertero bertero PROPN fis-4904 738 14 , , PUNCT fis-4904 738 15 v.v v.v PROPN fis-4904 738 16 . . PROPN fis-4904 738 17 ( ( PUNCT fis-4904 738 18 1982 1982 NUM fis-4904 738 19 ) ) PUNCT fis-4904 738 20 . . PUNCT fis-4904 739 1 local local ADJ fis-4904 739 2 bond bond NOUN fis-4904 739 3 stress stress NOUN fis-4904 739 4 - - PUNCT fis-4904 739 5 slip slip NOUN fis-4904 739 6 relationships relationship NOUN fis-4904 739 7 of of ADP fis-4904 739 8 deformed deform VERB fis-4904 739 9 bars bar NOUN fis-4904 739 10 under under ADP fis-4904 739 11 generalized generalized ADJ fis-4904 739 12 excitations excitation NOUN fis-4904 739 13 . . PUNCT fis-4904 740 1 doi doi NOUN fis-4904 740 2 : : PUNCT fis-4904 740 3 10.18419 10.18419 NUM fis-4904 740 4 / / SYM fis-4904 740 5 opus-415 opus-415 NOUN fis-4904 740 6 . . PUNCT fis-4904 741 1 [ [ X fis-4904 741 2 41 41 NUM fis-4904 741 3 ] ] X fis-4904 741 4 gan gan PROPN fis-4904 741 5 , , PUNCT fis-4904 741 6 y. y. PROPN fis-4904 741 7 ( ( PUNCT fis-4904 741 8 2000 2000 NUM fis-4904 741 9 ) ) PUNCT fis-4904 741 10 . . PUNCT fis-4904 742 1 bond bond NOUN fis-4904 742 2 stress stress NOUN fis-4904 742 3 and and CCONJ fis-4904 742 4 slip slip VERB fis-4904 742 5 modeling modeling NOUN fis-4904 742 6 in in ADP fis-4904 742 7 nonlinear nonlinear ADJ fis-4904 742 8 finite finite ADJ fis-4904 742 9 element element NOUN fis-4904 742 10 analysis analysis NOUN fis-4904 742 11 of of ADP fis-4904 742 12 reinforced reinforce VERB fis-4904 742 13 concrete concrete ADJ fis-4904 742 14 structures structure NOUN fis-4904 742 15 ( ( PUNCT fis-4904 742 16 p. p. NOUN fis-4904 742 17 251 251 NUM fis-4904 742 18 ) ) PUNCT fis-4904 742 19 . . PUNCT fis-4904 743 1 toronto toronto PROPN fis-4904 743 2 , , PUNCT fis-4904 743 3 on on ADP fis-4904 743 4 , , PUNCT fis-4904 743 5 canada canada PROPN fis-4904 743 6 : : PUNCT fis-4904 743 7 university university PROPN fis-4904 743 8 of of ADP fis-4904 743 9 toronto toronto PROPN fis-4904 743 10 . . PUNCT fis-4904 744 1 [ [ X fis-4904 744 2 42 42 NUM fis-4904 744 3 ] ] PUNCT fis-4904 744 4 henriques henrique NOUN fis-4904 744 5 , , PUNCT fis-4904 744 6 j. j. PROPN fis-4904 744 7 , , PUNCT fis-4904 744 8 da da PROPN fis-4904 744 9 silva silva PROPN fis-4904 744 10 , , PUNCT fis-4904 744 11 l.s l.s PROPN fis-4904 744 12 . . PROPN fis-4904 744 13 and and CCONJ fis-4904 744 14 valente valente PROPN fis-4904 744 15 , , PUNCT fis-4904 744 16 i.b i.b PROPN fis-4904 744 17 . . PROPN fis-4904 744 18 ( ( PUNCT fis-4904 744 19 2013 2013 NUM fis-4904 744 20 ) ) PUNCT fis-4904 744 21 . . PUNCT fis-4904 745 1 numerical numerical ADJ fis-4904 745 2 modeling modeling NOUN fis-4904 745 3 of of ADP fis-4904 745 4 composite composite ADJ fis-4904 745 5 beam beam NOUN fis-4904 745 6 to to ADP fis-4904 745 7 reinforced reinforce VERB fis-4904 745 8 concrete concrete ADJ fis-4904 745 9 wall wall NOUN fis-4904 745 10 joints joint NOUN fis-4904 745 11 : : PUNCT fis-4904 745 12 part part NOUN fis-4904 745 13 i i PRON fis-4904 745 14 : : PUNCT fis-4904 745 15 calibration calibration NOUN fis-4904 745 16 of of ADP fis-4904 745 17 joint joint ADJ fis-4904 745 18 components component NOUN fis-4904 745 19 . . PUNCT fis-4904 746 1 engineering engineering NOUN fis-4904 746 2 structures structure NOUN fis-4904 746 3 , , PUNCT fis-4904 746 4 52 52 NUM fis-4904 746 5 , , PUNCT fis-4904 746 6 pp pp ADJ fis-4904 746 7 . . PUNCT fis-4904 747 1 747 747 NUM fis-4904 747 2 - - SYM fis-4904 747 3 761 761 NUM fis-4904 747 4 . . PUNCT fis-4904 748 1 doi doi NOUN fis-4904 748 2 : : PUNCT fis-4904 748 3 10.1016 10.1016 NUM fis-4904 748 4 / / SYM fis-4904 748 5 j.engstruct.2013.03.041 j.engstruct.2013.03.041 PROPN fis-4904 748 6 . . PUNCT fis-4904 749 1 [ [ X fis-4904 749 2 43 43 NUM fis-4904 749 3 ] ] X fis-4904 749 4 keuser keuser NOUN fis-4904 749 5 , , PUNCT fis-4904 749 6 m. m. NOUN fis-4904 749 7 , , PUNCT fis-4904 749 8 kepp kepp PROPN fis-4904 749 9 , , PUNCT fis-4904 749 10 b. b. PROPN fis-4904 749 11 , , PUNCT fis-4904 749 12 mehlhorn mehlhorn VERB fis-4904 749 13 , , PUNCT fis-4904 749 14 g. g. PROPN fis-4904 749 15 and and CCONJ fis-4904 749 16 rostasy rostasy PROPN fis-4904 749 17 , , PUNCT fis-4904 749 18 f. f. PROPN fis-4904 749 19 ( ( PUNCT fis-4904 749 20 1983 1983 NUM fis-4904 749 21 ) ) PUNCT fis-4904 749 22 . . PUNCT fis-4904 750 1 nonlinear nonlinear ADJ fis-4904 750 2 static static ADJ fis-4904 750 3 analysis analysis NOUN fis-4904 750 4 of of ADP fis-4904 750 5 end end NOUN fis-4904 750 6 - - PUNCT fis-4904 750 7 fittings fitting NOUN fis-4904 750 8 for for ADP fis-4904 750 9 gfrpprestressing gfrpprestresse VERB fis-4904 750 10 rods rod NOUN fis-4904 750 11 . . PUNCT fis-4904 751 1 computers computer NOUN fis-4904 751 2 & & CCONJ fis-4904 751 3 structures structure NOUN fis-4904 751 4 , , PUNCT fis-4904 751 5 17(5 17(5 NUM fis-4904 751 6 - - SYM fis-4904 751 7 6 6 NUM fis-4904 751 8 ) ) PUNCT fis-4904 751 9 , , PUNCT fis-4904 751 10 pp pp ADJ fis-4904 751 11 . . PUNCT fis-4904 752 1 719 719 NUM fis-4904 752 2 - - SYM fis-4904 752 3 730 730 NUM fis-4904 752 4 . . PUNCT fis-4904 752 5 doi doi NOUN fis-4904 752 6 : : PUNCT fis-4904 752 7 10.1016/0045 10.1016/0045 NUM fis-4904 752 8 - - PUNCT fis-4904 752 9 7949(83)90086 7949(83)90086 NUM fis-4904 752 10 - - PUNCT fis-4904 752 11 x. x. NOUN fis-4904 753 1 [ [ X fis-4904 753 2 44 44 NUM fis-4904 753 3 ] ] X fis-4904 753 4 pauletta pauletta NOUN fis-4904 753 5 , , PUNCT fis-4904 753 6 m. m. NOUN fis-4904 753 7 , , PUNCT fis-4904 753 8 rovere rovere NOUN fis-4904 753 9 , , PUNCT fis-4904 753 10 n. n. NOUN fis-4904 753 11 , , PUNCT fis-4904 753 12 randl randl ADJ fis-4904 753 13 , , PUNCT fis-4904 753 14 n. n. NOUN fis-4904 753 15 and and CCONJ fis-4904 753 16 russo russo PROPN fis-4904 753 17 , , PUNCT fis-4904 753 18 g. g. PROPN fis-4904 753 19 ( ( PUNCT fis-4904 753 20 2020 2020 NUM fis-4904 753 21 ) ) PUNCT fis-4904 753 22 . . PUNCT fis-4904 754 1 bond bond NOUN fis-4904 754 2 - - PUNCT fis-4904 754 3 slip slip NOUN fis-4904 754 4 behavior behavior NOUN fis-4904 754 5 between between ADP fis-4904 754 6 stainless stainless ADJ fis-4904 754 7 steel steel NOUN fis-4904 754 8 rebars rebar NOUN fis-4904 754 9 and and CCONJ fis-4904 754 10 concrete concrete NOUN fis-4904 754 11 . . PUNCT fis-4904 755 1 materials material NOUN fis-4904 755 2 , , PUNCT fis-4904 755 3 13(4 13(4 NUM fis-4904 755 4 ) ) PUNCT fis-4904 755 5 , , PUNCT fis-4904 755 6 p. p. NOUN fis-4904 755 7 979 979 NUM fis-4904 755 8 . . PUNCT fis-4904 756 1 doi doi NOUN fis-4904 756 2 : : PUNCT fis-4904 756 3 10.3390 10.3390 NUM fis-4904 756 4 / / SYM fis-4904 756 5 ma13040979 ma13040979 NOUN fis-4904 756 6 . . PUNCT fis-4904 757 1 [ [ X fis-4904 757 2 45 45 NUM fis-4904 757 3 ] ] X fis-4904 757 4 bigaj bigaj PROPN fis-4904 757 5 , , PUNCT fis-4904 757 6 a.j a.j PROPN fis-4904 757 7 . . PROPN fis-4904 757 8 ( ( PUNCT fis-4904 757 9 1995 1995 NUM fis-4904 757 10 ) ) PUNCT fis-4904 757 11 . . PUNCT fis-4904 758 1 bond bond NOUN fis-4904 758 2 behaviour behaviour NOUN fis-4904 758 3 of of ADP fis-4904 758 4 deformed deform VERB fis-4904 758 5 bars bar NOUN fis-4904 758 6 in in ADP fis-4904 758 7 nsc nsc PROPN fis-4904 758 8 and and CCONJ fis-4904 758 9 hsc hsc PROPN fis-4904 758 10 : : PUNCT fis-4904 758 11 experimental experimental ADJ fis-4904 758 12 study study NOUN fis-4904 758 13 . . PUNCT fis-4904 759 1 report report NOUN fis-4904 759 2 stevin stevin ADJ fis-4904 759 3 laboratory laboratory NOUN fis-4904 759 4 , , PUNCT fis-4904 759 5 concrete concrete ADJ fis-4904 759 6 structures structure NOUN fis-4904 759 7 25.5 25.5 NUM fis-4904 759 8 - - SYM fis-4904 759 9 95 95 NUM fis-4904 759 10 - - PUNCT fis-4904 759 11 11 11 NUM fis-4904 759 12 . . PUNCT fis-4904 760 1 [ [ X fis-4904 760 2 46 46 NUM fis-4904 760 3 ] ] X fis-4904 760 4 lee lee PROPN fis-4904 760 5 , , PUNCT fis-4904 760 6 s.w s.w PROPN fis-4904 760 7 . . PROPN fis-4904 760 8 , , PUNCT fis-4904 760 9 kang kang PROPN fis-4904 760 10 , , PUNCT fis-4904 760 11 s.b s.b PROPN fis-4904 760 12 . . PROPN fis-4904 760 13 , , PUNCT fis-4904 760 14 tan tan PROPN fis-4904 760 15 , , PUNCT fis-4904 760 16 k.h k.h PROPN fis-4904 760 17 . . PROPN fis-4904 760 18 and and CCONJ fis-4904 760 19 yang yang PROPN fis-4904 760 20 , , PUNCT fis-4904 760 21 e.h e.h PROPN fis-4904 760 22 . . PROPN fis-4904 760 23 ( ( PUNCT fis-4904 760 24 2016 2016 NUM fis-4904 760 25 ) ) PUNCT fis-4904 760 26 . . PUNCT fis-4904 761 1 experimental experimental ADJ fis-4904 761 2 and and CCONJ fis-4904 761 3 analytical analytical ADJ fis-4904 761 4 investigation investigation NOUN fis-4904 761 5 on on ADP fis-4904 761 6 bond bond NOUN fis-4904 761 7 - - PUNCT fis-4904 761 8 slip slip NOUN fis-4904 761 9 behaviour behaviour NOUN fis-4904 761 10 of of ADP fis-4904 761 11 deformed deform VERB fis-4904 761 12 bars bar NOUN fis-4904 761 13 embedded embed VERB fis-4904 761 14 in in ADP fis-4904 761 15 engineered engineer VERB fis-4904 761 16 cementitious cementitious ADJ fis-4904 761 17 composites composite NOUN fis-4904 761 18 . . PUNCT fis-4904 762 1 construction construction NOUN fis-4904 762 2 and and CCONJ fis-4904 762 3 building building NOUN fis-4904 762 4 materials material NOUN fis-4904 762 5 , , PUNCT fis-4904 762 6 127 127 NUM fis-4904 762 7 , , PUNCT fis-4904 762 8 pp pp ADJ fis-4904 762 9 . . PUNCT fis-4904 763 1 494 494 NUM fis-4904 763 2 - - SYM fis-4904 763 3 503 503 NUM fis-4904 763 4 . . PUNCT fis-4904 764 1 doi doi NOUN fis-4904 764 2 : : PUNCT fis-4904 764 3 10.1016 10.1016 NUM fis-4904 764 4 / / SYM fis-4904 764 5 j.conbuildmat.2016.10.036 j.conbuildmat.2016.10.036 PROPN fis-4904 764 6 . . PUNCT fis-4904 765 1 [ [ X fis-4904 765 2 47 47 NUM fis-4904 765 3 ] ] X fis-4904 765 4 malm malm PROPN fis-4904 765 5 , , PUNCT fis-4904 765 6 r. r. PROPN fis-4904 765 7 ( ( PUNCT fis-4904 765 8 2009 2009 NUM fis-4904 765 9 ) ) PUNCT fis-4904 765 10 . . PUNCT fis-4904 766 1 predicting predict VERB fis-4904 766 2 shear shear NOUN fis-4904 766 3 type type NOUN fis-4904 766 4 crack crack NOUN fis-4904 766 5 initiation initiation NOUN fis-4904 766 6 and and CCONJ fis-4904 766 7 growth growth NOUN fis-4904 766 8 in in ADP fis-4904 766 9 concrete concrete NOUN fis-4904 766 10 with with ADP fis-4904 766 11 non non ADJ fis-4904 766 12 - - ADJ fis-4904 766 13 linear linear ADJ fis-4904 766 14 finite finite ADJ fis-4904 766 15 element element NOUN fis-4904 766 16 method method NOUN fis-4904 766 17 ( ( PUNCT fis-4904 766 18 doctoral doctoral ADJ fis-4904 766 19 dissertation dissertation NOUN fis-4904 766 20 , , PUNCT fis-4904 766 21 kth kth PROPN fis-4904 766 22 ) ) PUNCT fis-4904 766 23 . . PUNCT