id sid tid token lemma pos fis-3443 1 1 microsoft microsoft PROPN fis-3443 1 2 word word NOUN fis-3443 1 3 numero_61_art_20_3443.doc numero_61_art_20_3443.doc PROPN fis-3443 1 4 r. r. PROPN fis-3443 1 5 elsadany elsadany PROPN fis-3443 1 6 et et PROPN fis-3443 1 7 alii alii PROPN fis-3443 1 8 , , PUNCT fis-3443 1 9 frattura frattura PROPN fis-3443 1 10 ed ed PROPN fis-3443 1 11 integrità integrità PROPN fis-3443 1 12 strutturale strutturale PROPN fis-3443 1 13 , , PUNCT fis-3443 1 14 61 61 NUM fis-3443 1 15 ( ( PUNCT fis-3443 1 16 2022 2022 NUM fis-3443 1 17 ) ) PUNCT fis-3443 1 18 294 294 NUM fis-3443 1 19 - - SYM fis-3443 1 20 307 307 NUM fis-3443 1 21 ; ; PUNCT fis-3443 1 22 doi doi NOUN fis-3443 1 23 : : PUNCT fis-3443 1 24 10.3221 10.3221 NUM fis-3443 1 25 / / SYM fis-3443 1 26 igf igf PROPN fis-3443 1 27 - - PUNCT fis-3443 1 28 esis.61.20 esis.61.20 NOUN fis-3443 1 29                                                                                                                 SPACE fis-3443 1 30 294 294 NUM fis-3443 1 31 x x NOUN fis-3443 1 32 effect effect NOUN fis-3443 1 33 of of ADP fis-3443 1 34 gfrp gfrp PROPN fis-3443 1 35 and and CCONJ fis-3443 1 36 steel steel NOUN fis-3443 1 37 reinforcement reinforcement NOUN fis-3443 1 38 bars bar NOUN fis-3443 1 39 on on ADP fis-3443 1 40 the the DET fis-3443 1 41 flexural flexural ADJ fis-3443 1 42 behavior behavior NOUN fis-3443 1 43 of of ADP fis-3443 1 44 rc rc PROPN fis-3443 1 45 beams beam NOUN fis-3443 1 46 containing contain VERB fis-3443 1 47 recycled recycle VERB fis-3443 1 48 aggregate aggregate ADJ fis-3443 1 49 rasha rasha PROPN fis-3443 1 50 a. a. PROPN fis-3443 1 51 el el PROPN fis-3443 1 52 - - PUNCT fis-3443 1 53 sadany sadany NOUN fis-3443 1 54 egyptian egyptian ADJ fis-3443 1 55 atomic atomic ADJ fis-3443 1 56 energy energy NOUN fis-3443 1 57 authority authority NOUN fis-3443 1 58 , , PUNCT fis-3443 1 59 national national ADJ fis-3443 1 60 center center NOUN fis-3443 1 61 for for ADP fis-3443 1 62 radiation radiation NOUN fis-3443 1 63 research research NOUN fis-3443 1 64 and and CCONJ fis-3443 1 65 technology technology NOUN fis-3443 1 66 , , PUNCT fis-3443 1 67 egypt egypt PROPN fis-3443 1 68 rasha_sadani@yahoo.com rasha_sadani@yahoo.com PROPN fis-3443 1 69 , , PUNCT fis-3443 1 70 http://orcid.org/0000-0002-1506-5232 http://orcid.org/0000-0002-1506-5232 PROPN fis-3443 1 71 sherif sherif PROPN fis-3443 1 72 h. h. PROPN fis-3443 1 73 al al PROPN fis-3443 1 74 - - PUNCT fis-3443 1 75 tersawy tersawy PROPN fis-3443 1 76 higher high ADJ fis-3443 1 77 technological technological ADJ fis-3443 1 78 institute institute NOUN fis-3443 1 79 10th 10th NOUN fis-3443 1 80 of of ADP fis-3443 1 81 ramadan ramadan PROPN fis-3443 1 82 city city PROPN fis-3443 1 83 , , PUNCT fis-3443 1 84 egypt egypt PROPN fis-3443 1 85 al_tersawy@hotmail.com al_tersawy@hotmail.com PROPN fis-3443 1 86 , , PUNCT fis-3443 1 87 http://orcid.org/0000-0001-5880-5088 http://orcid.org/0000-0001-5880-5088 PROPN fis-3443 1 88 hossam hossam PROPN fis-3443 1 89 el el PROPN fis-3443 1 90 - - PUNCT fis-3443 1 91 din din PROPN fis-3443 1 92 m. m. NOUN fis-3443 1 93 sallam sallam PROPN fis-3443 1 94 faculty faculty NOUN fis-3443 1 95 of of ADP fis-3443 1 96 engineering engineering PROPN fis-3443 1 97 , , PUNCT fis-3443 1 98 zagazig zagazig PROPN fis-3443 1 99 university university PROPN fis-3443 1 100 , , PUNCT fis-3443 1 101 egypt egypt PROPN fis-3443 1 102 hem_sallam@yahoo.com hem_sallam@yahoo.com PROPN fis-3443 1 103 , , PUNCT fis-3443 1 104 http://orcid.org/0000-0001-9217-9957 http://orcid.org/0000-0001-9217-9957 NOUN fis-3443 1 105 abstract abstract ADJ fis-3443 1 106 . . PUNCT fis-3443 2 1 concrete concrete ADJ fis-3443 2 2 containing contain VERB fis-3443 2 3 wastes waste NOUN fis-3443 2 4 from from ADP fis-3443 2 5 the the DET fis-3443 2 6 demolition demolition NOUN fis-3443 2 7 of of ADP fis-3443 2 8 old old ADJ fis-3443 2 9 deteriorated deteriorated ADJ fis-3443 2 10 buildings building NOUN fis-3443 2 11 are be AUX fis-3443 2 12 produced produce VERB fis-3443 2 13 enormously enormously ADV fis-3443 2 14 . . PUNCT fis-3443 3 1 concrete concrete NOUN fis-3443 3 2 is be AUX fis-3443 3 3 a a DET fis-3443 3 4 brittle brittle ADJ fis-3443 3 5 matrix matrix NOUN fis-3443 3 6 that that PRON fis-3443 3 7 is be AUX fis-3443 3 8 usually usually ADV fis-3443 3 9 reinforced reinforce VERB fis-3443 3 10 by by ADP fis-3443 3 11 ductile ductile NOUN fis-3443 3 12 reinforcement reinforcement NOUN fis-3443 3 13 such such ADJ fis-3443 3 14 as as ADP fis-3443 3 15 steel steel NOUN fis-3443 3 16 bars bar NOUN fis-3443 3 17 . . PUNCT fis-3443 4 1 however however ADV fis-3443 4 2 , , PUNCT fis-3443 4 3 due due ADP fis-3443 4 4 to to ADP fis-3443 4 5 the the DET fis-3443 4 6 susceptibility susceptibility NOUN fis-3443 4 7 of of ADP fis-3443 4 8 steel steel NOUN fis-3443 4 9 to to ADP fis-3443 4 10 corrosion corrosion NOUN fis-3443 4 11 , , PUNCT fis-3443 4 12 fiber fiber NOUN fis-3443 4 13 - - PUNCT fis-3443 4 14 reinforced reinforce VERB fis-3443 4 15 polymers polymer NOUN fis-3443 4 16 ( ( PUNCT fis-3443 4 17 frp frp PROPN fis-3443 4 18 ) ) PUNCT fis-3443 4 19 bars bar NOUN fis-3443 4 20 are be AUX fis-3443 4 21 used use VERB fis-3443 4 22 as as ADP fis-3443 4 23 an an DET fis-3443 4 24 alternative alternative ADJ fis-3443 4 25 reinforcement reinforcement NOUN fis-3443 4 26 . . PUNCT fis-3443 5 1 the the DET fis-3443 5 2 main main ADJ fis-3443 5 3 drawback drawback NOUN fis-3443 5 4 of of ADP fis-3443 5 5 frp frp PROPN fis-3443 5 6 bars bar NOUN fis-3443 5 7 is be AUX fis-3443 5 8 their their PRON fis-3443 5 9 brittleness brittleness NOUN fis-3443 5 10 . . PUNCT fis-3443 6 1 these these DET fis-3443 6 2 two two NUM fis-3443 6 3 types type NOUN fis-3443 6 4 of of ADP fis-3443 6 5 reinforcements reinforcement NOUN fis-3443 6 6 , , PUNCT fis-3443 6 7 i.e. i.e. X fis-3443 6 8 , , PUNCT fis-3443 6 9 steel steel NOUN fis-3443 6 10 and and CCONJ fis-3443 6 11 glass glass NOUN fis-3443 6 12 frp frp PROPN fis-3443 6 13 ( ( PUNCT fis-3443 6 14 gfrp gfrp PROPN fis-3443 6 15 ) ) PUNCT fis-3443 6 16 bars bar NOUN fis-3443 6 17 , , PUNCT fis-3443 6 18 have have AUX fis-3443 6 19 been be AUX fis-3443 6 20 used use VERB fis-3443 6 21 in in ADP fis-3443 6 22 the the DET fis-3443 6 23 present present ADJ fis-3443 6 24 work work NOUN fis-3443 6 25 . . PUNCT fis-3443 7 1 the the DET fis-3443 7 2 flexural flexural ADJ fis-3443 7 3 behavior behavior NOUN fis-3443 7 4 of of ADP fis-3443 7 5 twelve twelve NUM fis-3443 7 6 rc rc PROPN fis-3443 7 7 beams beam NOUN fis-3443 7 8 reinforced reinforce VERB fis-3443 7 9 with with ADP fis-3443 7 10 different different ADJ fis-3443 7 11 ratios ratio NOUN fis-3443 7 12 of of ADP fis-3443 7 13 gfrp gfrp PROPN fis-3443 7 14 or or CCONJ fis-3443 7 15 steel steel NOUN fis-3443 7 16 areas area NOUN fis-3443 7 17 containing contain VERB fis-3443 7 18 recycled recycle VERB fis-3443 7 19 aggregate aggregate NOUN fis-3443 7 20 has have AUX fis-3443 7 21 been be AUX fis-3443 7 22 experimentally experimentally ADV fis-3443 7 23 studied study VERB fis-3443 7 24 and and CCONJ fis-3443 7 25 compared compare VERB fis-3443 7 26 with with ADP fis-3443 7 27 beams beam NOUN fis-3443 7 28 without without ADP fis-3443 7 29 recycled recycled ADJ fis-3443 7 30 aggregate aggregate NOUN fis-3443 7 31 . . PUNCT fis-3443 8 1 the the DET fis-3443 8 2 present present ADJ fis-3443 8 3 results result NOUN fis-3443 8 4 show show VERB fis-3443 8 5 that that SCONJ fis-3443 8 6 beams beam NOUN fis-3443 8 7 reinforced reinforce VERB fis-3443 8 8 with with ADP fis-3443 8 9 gfrp gfrp PROPN fis-3443 8 10 and and CCONJ fis-3443 8 11 containing contain VERB fis-3443 8 12 recycled recycle VERB fis-3443 8 13 aggregate aggregate NOUN fis-3443 8 14 exhibit exhibit NOUN fis-3443 8 15 a a DET fis-3443 8 16 lower low ADJ fis-3443 8 17 loadcarrying loadcarrye VERB fis-3443 8 18 capacity capacity NOUN fis-3443 8 19 , , PUNCT fis-3443 8 20 lower low ADJ fis-3443 8 21 the the DET fis-3443 8 22 first first ADJ fis-3443 8 23 crack crack NOUN fis-3443 8 24 , , PUNCT fis-3443 8 25 and and CCONJ fis-3443 8 26 the the DET fis-3443 8 27 highest high ADJ fis-3443 8 28 deflection deflection NOUN fis-3443 8 29 . . PUNCT fis-3443 9 1 all all DET fis-3443 9 2 gfrp gfrp PROPN fis-3443 9 3 rc rc PROPN fis-3443 9 4 beams beam NOUN fis-3443 9 5 exhibited exhibit VERB fis-3443 9 6 brittle brittle ADJ fis-3443 9 7 failure failure NOUN fis-3443 9 8 , , PUNCT fis-3443 9 9 i.e. i.e. X fis-3443 9 10 , , PUNCT fis-3443 9 11 concrete concrete ADJ fis-3443 9 12 crushing crush VERB fis-3443 9 13 in in ADP fis-3443 9 14 the the DET fis-3443 9 15 compression compression NOUN fis-3443 9 16 zone zone NOUN fis-3443 9 17 , , PUNCT fis-3443 9 18 except except SCONJ fis-3443 9 19 one one NUM fis-3443 9 20 beam beam NOUN fis-3443 9 21 , , PUNCT fis-3443 9 22 with with ADP fis-3443 9 23 2 2 NUM fis-3443 9 24 � � SYM fis-3443 9 25 16 16 NUM fis-3443 9 26 bars bar NOUN fis-3443 9 27 and and CCONJ fis-3443 9 28 concrete concrete NOUN fis-3443 9 29 without without ADP fis-3443 9 30 recycled recycled ADJ fis-3443 9 31 aggregate aggregate NOUN fis-3443 9 32 , , PUNCT fis-3443 9 33 which which PRON fis-3443 9 34 ruptured rupture VERB fis-3443 9 35 gfrp gfrp PROPN fis-3443 9 36 bars bar NOUN fis-3443 9 37 . . PUNCT fis-3443 10 1 however however ADV fis-3443 10 2 , , PUNCT fis-3443 10 3 ductile ductile NOUN fis-3443 10 4 failure failure NOUN fis-3443 10 5 modes mode NOUN fis-3443 10 6 are be AUX fis-3443 10 7 observed observe VERB fis-3443 10 8 for for ADP fis-3443 10 9 all all DET fis-3443 10 10 beams beam NOUN fis-3443 10 11 reinforced reinforce VERB fis-3443 10 12 with with ADP fis-3443 10 13 steel steel NOUN fis-3443 10 14 bars bar NOUN fis-3443 10 15 , , PUNCT fis-3443 10 16 i.e. i.e. X fis-3443 10 17 , , PUNCT fis-3443 10 18 yielding yield VERB fis-3443 10 19 in in ADP fis-3443 10 20 steel steel NOUN fis-3443 10 21 bars bar NOUN fis-3443 10 22 followed follow VERB fis-3443 10 23 by by ADP fis-3443 10 24 concrete concrete ADJ fis-3443 10 25 failure failure NOUN fis-3443 10 26 . . PUNCT fis-3443 11 1 the the DET fis-3443 11 2 novelty novelty NOUN fis-3443 11 3 and and CCONJ fis-3443 11 4 advantage advantage NOUN fis-3443 11 5 of of ADP fis-3443 11 6 the the DET fis-3443 11 7 present present ADJ fis-3443 11 8 results result NOUN fis-3443 11 9 are be AUX fis-3443 11 10 that that SCONJ fis-3443 11 11 the the DET fis-3443 11 12 large large ADJ fis-3443 11 13 deflection deflection NOUN fis-3443 11 14 of of ADP fis-3443 11 15 gfrp gfrp PROPN fis-3443 11 16 rc rc PROPN fis-3443 11 17 beams beam NOUN fis-3443 11 18 represents represent VERB fis-3443 11 19 enough enough ADJ fis-3443 11 20 warning warning NOUN fis-3443 11 21 before before ADP fis-3443 11 22 failure failure NOUN fis-3443 11 23 , , PUNCT fis-3443 11 24 as as SCONJ fis-3443 11 25 found find VERB fis-3443 11 26 in in ADP fis-3443 11 27 ductile ductile NOUN fis-3443 11 28 rc rc PROPN fis-3443 11 29 beams beam NOUN fis-3443 11 30 . . PUNCT fis-3443 12 1 keywords keyword NOUN fis-3443 12 2 . . PUNCT fis-3443 13 1 recycled recycle VERB fis-3443 13 2 aggregates aggregate NOUN fis-3443 13 3 ; ; PUNCT fis-3443 13 4 gfrp gfrp NOUN fis-3443 13 5 bars bar NOUN fis-3443 13 6 ; ; PUNCT fis-3443 13 7 steel steel NOUN fis-3443 13 8 bars bar NOUN fis-3443 13 9 ; ; PUNCT fis-3443 13 10 rc rc PROPN fis-3443 13 11 beam beam NOUN fis-3443 13 12 . . PUNCT fis-3443 14 1 citation citation NOUN fis-3443 14 2 : : PUNCT fis-3443 15 1 elsadany elsadany PROPN fis-3443 15 2 , , PUNCT fis-3443 15 3 r.a r.a PROPN fis-3443 15 4 . . PROPN fis-3443 15 5 , , PUNCT fis-3443 15 6 tersawy tersawy PROPN fis-3443 15 7 , , PUNCT fis-3443 15 8 s.h s.h PROPN fis-3443 15 9 . . PROPN fis-3443 15 10 , , PUNCT fis-3443 15 11 sallam sallam PROPN fis-3443 15 12 , , PUNCT fis-3443 15 13 h.e.m h.e.m NOUN fis-3443 15 14 , , PUNCT fis-3443 15 15 effect effect NOUN fis-3443 15 16 of of ADP fis-3443 15 17 gfrp gfrp PROPN fis-3443 15 18 and and CCONJ fis-3443 15 19 steel steel NOUN fis-3443 15 20 reinforcement reinforcement NOUN fis-3443 15 21 bars bar NOUN fis-3443 15 22 on on ADP fis-3443 15 23 the the DET fis-3443 15 24 flexural flexural ADJ fis-3443 15 25 behavior behavior NOUN fis-3443 15 26 of of ADP fis-3443 15 27 rc rc PROPN fis-3443 15 28 beams beam NOUN fis-3443 15 29 containing contain VERB fis-3443 15 30 recycled recycle VERB fis-3443 15 31 aggregate aggregate ADJ fis-3443 15 32 frattura frattura ADJ fis-3443 15 33 ed ed PROPN fis-3443 15 34 integrità integrità PROPN fis-3443 15 35 strutturale strutturale PROPN fis-3443 15 36 , , PUNCT fis-3443 15 37 61 61 NUM fis-3443 15 38 ( ( PUNCT fis-3443 15 39 2022 2022 NUM fis-3443 15 40 ) ) PUNCT fis-3443 15 41 294 294 NUM fis-3443 15 42 - - SYM fis-3443 15 43 307 307 NUM fis-3443 15 44 . . PUNCT fis-3443 16 1 received receive VERB fis-3443 16 2 : : PUNCT fis-3443 16 3 30.01.2022 30.01.2022 NUM fis-3443 16 4 accepted accept VERB fis-3443 16 5 : : PUNCT fis-3443 16 6 01.06.2022 01.06.2022 NOUN fis-3443 16 7 online online ADV fis-3443 16 8 first first ADV fis-3443 16 9 : : PUNCT fis-3443 16 10 05.06.2022 05.06.2022 NOUN fis-3443 16 11 published publish VERB fis-3443 16 12 : : PUNCT fis-3443 16 13 01.07.2022 01.07.2022 PROPN fis-3443 16 14 copyright copyright NOUN fis-3443 16 15 : : PUNCT fis-3443 16 16 © © PROPN fis-3443 16 17 2022 2022 NUM fis-3443 16 18 this this PRON fis-3443 16 19 is be AUX fis-3443 16 20 an an DET fis-3443 16 21 open open ADJ fis-3443 16 22 access access NOUN fis-3443 16 23 article article NOUN fis-3443 16 24 under under ADP fis-3443 16 25 the the DET fis-3443 16 26 terms term NOUN fis-3443 16 27 of of ADP fis-3443 16 28 the the DET fis-3443 16 29 cc cc NOUN fis-3443 16 30 - - PUNCT fis-3443 16 31 by by ADP fis-3443 16 32 4.0 4.0 NUM fis-3443 16 33 , , PUNCT fis-3443 16 34 which which PRON fis-3443 16 35 permits permit VERB fis-3443 16 36 unrestricted unrestricted ADJ fis-3443 16 37 use use NOUN fis-3443 16 38 , , PUNCT fis-3443 16 39 distribution distribution NOUN fis-3443 16 40 , , PUNCT fis-3443 16 41 and and CCONJ fis-3443 16 42 reproduction reproduction NOUN fis-3443 16 43 in in ADP fis-3443 16 44 any any DET fis-3443 16 45 medium medium NOUN fis-3443 16 46 , , PUNCT fis-3443 16 47 provided provide VERB fis-3443 16 48 the the DET fis-3443 16 49 original original ADJ fis-3443 16 50 author author NOUN fis-3443 16 51 and and CCONJ fis-3443 16 52 source source NOUN fis-3443 16 53 are be AUX fis-3443 16 54 credited credit VERB fis-3443 16 55 . . PUNCT fis-3443 17 1 https://youtu.be/c_bm5s-gx1k https://youtu.be/c_bm5s-gx1k PRON fis-3443 17 2 r. r. PROPN fis-3443 17 3 elsadany elsadany PROPN fis-3443 17 4 et et PROPN fis-3443 17 5 alii alii PROPN fis-3443 17 6 , , PUNCT fis-3443 17 7 frattura frattura PROPN fis-3443 17 8 ed ed PROPN fis-3443 17 9 integrità integrità PROPN fis-3443 17 10 strutturale strutturale PROPN fis-3443 17 11 , , PUNCT fis-3443 17 12 61 61 NUM fis-3443 17 13 ( ( PUNCT fis-3443 17 14 2022 2022 NUM fis-3443 17 15 ) ) PUNCT fis-3443 17 16 294 294 NUM fis-3443 17 17 - - SYM fis-3443 17 18 307 307 NUM fis-3443 17 19 ; ; PUNCT fis-3443 17 20 doi doi NOUN fis-3443 17 21 : : PUNCT fis-3443 17 22 10.3221 10.3221 NUM fis-3443 17 23 / / SYM fis-3443 17 24 igf igf PROPN fis-3443 17 25 - - PUNCT fis-3443 17 26 esis.61.20 esis.61.20 PROPN fis-3443 17 27     SPACE fis-3443 17 28 295 295 NUM fis-3443 17 29 introduction introduction NOUN fis-3443 17 30 ao ao INTJ fis-3443 17 31 et et PROPN fis-3443 17 32 al al PROPN fis-3443 17 33 . . PUNCT fis-3443 18 1 [ [ X fis-3443 18 2 1 1 X fis-3443 18 3 ] ] PUNCT fis-3443 18 4 stated state VERB fis-3443 18 5 that that SCONJ fis-3443 18 6 most most ADJ fis-3443 18 7 of of ADP fis-3443 18 8 the the DET fis-3443 18 9 total total ADJ fis-3443 18 10 solid solid ADJ fis-3443 18 11 waste waste NOUN fis-3443 18 12 produced produce VERB fis-3443 18 13 in in ADP fis-3443 18 14 the the DET fis-3443 18 15 world world NOUN fis-3443 18 16 is be AUX fis-3443 18 17 construction construction NOUN fis-3443 18 18 and and CCONJ fis-3443 18 19 demolition demolition NOUN fis-3443 18 20 waste waste NOUN fis-3443 18 21 . . PUNCT fis-3443 19 1 recycling recycle VERB fis-3443 19 2 such such ADJ fis-3443 19 3 solid solid ADJ fis-3443 19 4 waste waste NOUN fis-3443 19 5 is be AUX fis-3443 19 6 considered consider VERB fis-3443 19 7 an an DET fis-3443 19 8 environmental environmental ADJ fis-3443 19 9 challenge challenge NOUN fis-3443 19 10 [ [ X fis-3443 19 11 2 2 NUM fis-3443 19 12 - - SYM fis-3443 19 13 3 3 NUM fis-3443 19 14 ] ] PUNCT fis-3443 19 15 . . PUNCT fis-3443 20 1 recycled recycle VERB fis-3443 20 2 aggregate aggregate NOUN fis-3443 20 3 is be AUX fis-3443 20 4 a a DET fis-3443 20 5 sustainable sustainable ADJ fis-3443 20 6 solution solution NOUN fis-3443 20 7 for for ADP fis-3443 20 8 the the DET fis-3443 20 9 environmental environmental ADJ fis-3443 20 10 depletion depletion NOUN fis-3443 20 11 of of ADP fis-3443 20 12 the the DET fis-3443 20 13 construction construction NOUN fis-3443 20 14 sector sector NOUN fis-3443 20 15 [ [ X fis-3443 20 16 4 4 NUM fis-3443 20 17 ] ] PUNCT fis-3443 20 18 . . PUNCT fis-3443 21 1 therefore therefore ADV fis-3443 21 2 , , PUNCT fis-3443 21 3 using use VERB fis-3443 21 4 this this DET fis-3443 21 5 recycled recycle VERB fis-3443 21 6 solid solid ADJ fis-3443 21 7 waste waste NOUN fis-3443 21 8 to to PART fis-3443 21 9 partially partially ADV fis-3443 21 10 replace replace VERB fis-3443 21 11 aggregates aggregate NOUN fis-3443 21 12 in in ADP fis-3443 21 13 concrete concrete ADJ fis-3443 21 14 manufacturing manufacturing NOUN fis-3443 21 15 has have AUX fis-3443 21 16 attracted attract VERB fis-3443 21 17 considerable considerable ADJ fis-3443 21 18 attention attention NOUN fis-3443 21 19 from from ADP fis-3443 21 20 many many ADJ fis-3443 21 21 researchers researcher NOUN fis-3443 21 22 [ [ X fis-3443 21 23 5 5 NUM fis-3443 21 24 - - SYM fis-3443 21 25 7 7 NUM fis-3443 21 26 ] ] PUNCT fis-3443 21 27 . . PUNCT fis-3443 22 1 the the DET fis-3443 22 2 workability workability NOUN fis-3443 22 3 of of ADP fis-3443 22 4 the the DET fis-3443 22 5 recycled recycle VERB fis-3443 22 6 concrete concrete NOUN fis-3443 22 7 is be AUX fis-3443 22 8 reduced reduce VERB fis-3443 22 9 due due ADP fis-3443 22 10 to to ADP fis-3443 22 11 an an DET fis-3443 22 12 increase increase NOUN fis-3443 22 13 in in ADP fis-3443 22 14 coarse coarse ADJ fis-3443 22 15 aggregate aggregate ADJ fis-3443 22 16 porosity porosity NOUN fis-3443 22 17 , , PUNCT fis-3443 22 18 and and CCONJ fis-3443 22 19 additional additional ADJ fis-3443 22 20 water water NOUN fis-3443 22 21 may may AUX fis-3443 22 22 be be AUX fis-3443 22 23 required require VERB fis-3443 22 24 to to PART fis-3443 22 25 get get VERB fis-3443 22 26 the the DET fis-3443 22 27 same same ADJ fis-3443 22 28 slump slump NOUN fis-3443 22 29 [ [ X fis-3443 22 30 8 8 NUM fis-3443 22 31 ] ] PUNCT fis-3443 22 32 . . PUNCT fis-3443 23 1 the the DET fis-3443 23 2 microstructure microstructure NOUN fis-3443 23 3 of of ADP fis-3443 23 4 the the DET fis-3443 23 5 interfacial interfacial ADJ fis-3443 23 6 transition transition NOUN fis-3443 23 7 zone zone NOUN fis-3443 23 8 ( ( PUNCT fis-3443 23 9 itz itz PROPN fis-3443 23 10 ) ) PUNCT fis-3443 23 11 depends depend VERB fis-3443 23 12 mainly mainly ADV fis-3443 23 13 on on ADP fis-3443 23 14 the the DET fis-3443 23 15 w w PROPN fis-3443 23 16 / / SYM fis-3443 23 17 c c NOUN fis-3443 23 18 ratio ratio NOUN fis-3443 23 19 of of ADP fis-3443 23 20 the the DET fis-3443 23 21 new new ADJ fis-3443 23 22 paste paste NOUN fis-3443 23 23 ; ; PUNCT fis-3443 23 24 moreover moreover ADV fis-3443 23 25 , , PUNCT fis-3443 23 26 the the DET fis-3443 23 27 itz itz PROPN fis-3443 23 28 of of ADP fis-3443 23 29 the the DET fis-3443 23 30 concrete concrete NOUN fis-3443 23 31 made make VERB fis-3443 23 32 with with ADP fis-3443 23 33 recycled recycled ADJ fis-3443 23 34 aggregate aggregate NOUN fis-3443 23 35 is be AUX fis-3443 23 36 influenced influence VERB fis-3443 23 37 by by ADP fis-3443 23 38 the the DET fis-3443 23 39 pre pre ADJ fis-3443 23 40 - - NOUN fis-3443 23 41 saturation saturation NOUN fis-3443 23 42 water water NOUN fis-3443 23 43 , , PUNCT fis-3443 23 44 which which PRON fis-3443 23 45 can can AUX fis-3443 23 46 be be AUX fis-3443 23 47 released release VERB fis-3443 23 48 into into ADP fis-3443 23 49 the the DET fis-3443 23 50 new new ADJ fis-3443 23 51 paste paste NOUN fis-3443 23 52 , , PUNCT fis-3443 23 53 disrupting disrupt VERB fis-3443 23 54 its its PRON fis-3443 23 55 microstructure microstructure NOUN fis-3443 23 56 [ [ X fis-3443 23 57 9 9 NUM fis-3443 23 58 ] ] PUNCT fis-3443 23 59 . . PUNCT fis-3443 24 1 when when SCONJ fis-3443 24 2 the the DET fis-3443 24 3 recycled recycled ADJ fis-3443 24 4 aggregate aggregate ADJ fis-3443 24 5 replacement replacement NOUN fis-3443 24 6 level level NOUN fis-3443 24 7 is be AUX fis-3443 24 8 increased increase VERB fis-3443 24 9 by by ADP fis-3443 24 10 weight weight NOUN fis-3443 24 11 , , PUNCT fis-3443 24 12 the the DET fis-3443 24 13 compressive compressive ADJ fis-3443 24 14 strength strength NOUN fis-3443 24 15 decreases decrease VERB fis-3443 24 16 for for ADP fis-3443 24 17 normal normal ADJ fis-3443 24 18 , , PUNCT fis-3443 24 19 medium medium ADJ fis-3443 24 20 , , PUNCT fis-3443 24 21 or or CCONJ fis-3443 24 22 highstrength highstrength NOUN fis-3443 24 23 concrete concrete NOUN fis-3443 24 24 [ [ X fis-3443 24 25 10 10 NUM fis-3443 24 26 ] ] PUNCT fis-3443 24 27 . . PUNCT fis-3443 25 1 also also ADV fis-3443 25 2 , , PUNCT fis-3443 25 3 the the DET fis-3443 25 4 concrete concrete NOUN fis-3443 25 5 made make VERB fis-3443 25 6 with with ADP fis-3443 25 7 10 10 NUM fis-3443 25 8 % % NOUN fis-3443 25 9 recycled recycle VERB fis-3443 25 10 aggregate aggregate NOUN fis-3443 25 11 is be AUX fis-3443 25 12 weaker weak ADJ fis-3443 25 13 than than ADP fis-3443 25 14 concrete concrete ADJ fis-3443 25 15 made make VERB fis-3443 25 16 with with ADP fis-3443 25 17 natural natural ADJ fis-3443 25 18 aggregate aggregate NOUN fis-3443 25 19 at at ADP fis-3443 25 20 the the DET fis-3443 25 21 same same ADJ fis-3443 25 22 water water NOUN fis-3443 25 23 to to PART fis-3443 25 24 cement cement NOUN fis-3443 25 25 ratio ratio NOUN fis-3443 25 26 . . PUNCT fis-3443 26 1 this this PRON fis-3443 26 2 may may AUX fis-3443 26 3 be be AUX fis-3443 26 4 due due ADJ fis-3443 26 5 to to ADP fis-3443 26 6 the the DET fis-3443 26 7 influences influence NOUN fis-3443 26 8 of of ADP fis-3443 26 9 crushing crush VERB fis-3443 26 10 types type NOUN fis-3443 26 11 on on ADP fis-3443 26 12 recycled recycled ADJ fis-3443 26 13 aggregates aggregate NOUN fis-3443 26 14 characteristics characteristic NOUN fis-3443 26 15 . . PUNCT fis-3443 27 1 the the DET fis-3443 27 2 method method NOUN fis-3443 27 3 of of ADP fis-3443 27 4 preparing prepare VERB fis-3443 27 5 recycled recycle VERB fis-3443 27 6 aggregate aggregate NOUN fis-3443 27 7 for for ADP fis-3443 27 8 mixing mix VERB fis-3443 27 9 concrete concrete ADJ fis-3443 27 10 influences influence NOUN fis-3443 27 11 the the DET fis-3443 27 12 concrete concrete ADJ fis-3443 27 13 workability workability NOUN fis-3443 27 14 when when SCONJ fis-3443 27 15 using use VERB fis-3443 27 16 different different ADJ fis-3443 27 17 percentages percentage NOUN fis-3443 27 18 of of ADP fis-3443 27 19 coarse coarse ADV fis-3443 27 20 recycled recycle VERB fis-3443 27 21 aggregate aggregate NOUN fis-3443 27 22 content content NOUN fis-3443 27 23 ( ( PUNCT fis-3443 27 24 0 0 NUM fis-3443 27 25 % % NOUN fis-3443 27 26 , , PUNCT fis-3443 27 27 50 50 NUM fis-3443 27 28 % % NOUN fis-3443 27 29 , , PUNCT fis-3443 27 30 and and CCONJ fis-3443 27 31 100 100 NUM fis-3443 27 32 % % NOUN fis-3443 27 33 ) ) PUNCT fis-3443 27 34 . . PUNCT fis-3443 28 1 when when SCONJ fis-3443 28 2 using use VERB fis-3443 28 3 recycled recycle VERB fis-3443 28 4 aggregate aggregate NOUN fis-3443 28 5 that that PRON fis-3443 28 6 is be AUX fis-3443 28 7 water water NOUN fis-3443 28 8 - - PUNCT fis-3443 28 9 saturated saturate VERB fis-3443 28 10 and and CCONJ fis-3443 28 11 a a DET fis-3443 28 12 surface surface NOUN fis-3443 28 13 dry dry ADJ fis-3443 28 14 , , PUNCT fis-3443 28 15 similar similar ADJ fis-3443 28 16 workability workability NOUN fis-3443 28 17 is be AUX fis-3443 28 18 achieved achieve VERB fis-3443 28 19 . . PUNCT fis-3443 29 1 besides besides SCONJ fis-3443 29 2 , , PUNCT fis-3443 29 3 the the DET fis-3443 29 4 same same ADJ fis-3443 29 5 workability workability NOUN fis-3443 29 6 can can AUX fis-3443 29 7 be be AUX fis-3443 29 8 achieved achieve VERB fis-3443 29 9 after after ADP fis-3443 29 10 a a DET fis-3443 29 11 prescribed prescribe VERB fis-3443 29 12 time time NOUN fis-3443 29 13 when when SCONJ fis-3443 29 14 using use VERB fis-3443 29 15 dried dry VERB fis-3443 29 16 recycled recycle VERB fis-3443 29 17 aggregate aggregate NOUN fis-3443 29 18 and and CCONJ fis-3443 29 19 adding add VERB fis-3443 29 20 additional additional ADJ fis-3443 29 21 water water NOUN fis-3443 29 22 during during ADP fis-3443 29 23 the the DET fis-3443 29 24 concrete concrete ADJ fis-3443 29 25 mix mix NOUN fis-3443 29 26 . . PUNCT fis-3443 30 1 the the DET fis-3443 30 2 time time NOUN fis-3443 30 3 taken take VERB fis-3443 30 4 to to PART fis-3443 30 5 achieve achieve VERB fis-3443 30 6 the the DET fis-3443 30 7 same same ADJ fis-3443 30 8 workability workability NOUN fis-3443 30 9 is be AUX fis-3443 30 10 called call VERB fis-3443 30 11 the the DET fis-3443 30 12 additional additional ADJ fis-3443 30 13 water water NOUN fis-3443 30 14 time time NOUN fis-3443 30 15 . . PUNCT fis-3443 31 1 the the DET fis-3443 31 2 amount amount NOUN fis-3443 31 3 of of ADP fis-3443 31 4 recycled recycled ADJ fis-3443 31 5 aggregate aggregate NOUN fis-3443 31 6 affects affect VERB fis-3443 31 7 the the DET fis-3443 31 8 amount amount NOUN fis-3443 31 9 of of ADP fis-3443 31 10 water water NOUN fis-3443 31 11 absorption absorption NOUN fis-3443 31 12 of of ADP fis-3443 31 13 concrete concrete NOUN fis-3443 31 14 . . PUNCT fis-3443 32 1 this this PRON fis-3443 32 2 means mean VERB fis-3443 32 3 that that SCONJ fis-3443 32 4 the the DET fis-3443 32 5 increase increase NOUN fis-3443 32 6 of of ADP fis-3443 32 7 the the DET fis-3443 32 8 recycled recycle VERB fis-3443 32 9 aggregate aggregate NOUN fis-3443 32 10 amount amount NOUN fis-3443 32 11 will will AUX fis-3443 32 12 proportionally proportionally ADV fis-3443 32 13 increase increase VERB fis-3443 32 14 the the DET fis-3443 32 15 amounts amount NOUN fis-3443 32 16 of of ADP fis-3443 32 17 water water NOUN fis-3443 32 18 absorption absorption NOUN fis-3443 32 19 . . PUNCT fis-3443 33 1 otherwise otherwise ADV fis-3443 33 2 , , PUNCT fis-3443 33 3 increasing increase VERB fis-3443 33 4 the the DET fis-3443 33 5 recycled recycled ADJ fis-3443 33 6 aggregate aggregate NOUN fis-3443 33 7 to to ADP fis-3443 33 8 100 100 NUM fis-3443 33 9 % % NOUN fis-3443 33 10 leads lead VERB fis-3443 33 11 to to ADP fis-3443 33 12 an an DET fis-3443 33 13 increase increase NOUN fis-3443 33 14 in in ADP fis-3443 33 15 the the DET fis-3443 33 16 compressive compressive ADJ fis-3443 33 17 strength strength NOUN fis-3443 33 18 up up ADP fis-3443 33 19 to to PART fis-3443 33 20 25 25 NUM fis-3443 33 21 % % NOUN fis-3443 33 22 and and CCONJ fis-3443 33 23 increases increase VERB fis-3443 33 24 the the DET fis-3443 33 25 deflection deflection NOUN fis-3443 33 26 to to ADP fis-3443 33 27 4 4 NUM fis-3443 33 28 % % NOUN fis-3443 33 29 [ [ X fis-3443 33 30 11 11 NUM fis-3443 33 31 ] ] PUNCT fis-3443 33 32 . . PUNCT fis-3443 34 1 this this DET fis-3443 34 2 discrepancy discrepancy NOUN fis-3443 34 3 may may AUX fis-3443 34 4 appear appear VERB fis-3443 34 5 because because SCONJ fis-3443 34 6 the the DET fis-3443 34 7 recycled recycled ADJ fis-3443 34 8 aggregate aggregate NOUN fis-3443 34 9 was be AUX fis-3443 34 10 made make VERB fis-3443 34 11 by by ADP fis-3443 34 12 crushing crush VERB fis-3443 34 13 waste waste NOUN fis-3443 34 14 concrete concrete NOUN fis-3443 34 15 of of ADP fis-3443 34 16 laboratory laboratory NOUN fis-3443 34 17 test test NOUN fis-3443 34 18 cubes cube NOUN fis-3443 34 19 and and CCONJ fis-3443 34 20 precast precast ADJ fis-3443 34 21 concrete concrete ADJ fis-3443 34 22 columns column NOUN fis-3443 34 23 . . PUNCT fis-3443 35 1 the the DET fis-3443 35 2 corrosion corrosion NOUN fis-3443 35 3 problem problem NOUN fis-3443 35 4 is be AUX fis-3443 35 5 initiated initiate VERB fis-3443 35 6 in in ADP fis-3443 35 7 hot hot ADJ fis-3443 35 8 countries country NOUN fis-3443 35 9 such such ADJ fis-3443 35 10 as as ADP fis-3443 35 11 the the DET fis-3443 35 12 middle middle PROPN fis-3443 35 13 east east PROPN fis-3443 35 14 due due ADP fis-3443 35 15 to to ADP fis-3443 35 16 hot hot ADJ fis-3443 35 17 weather weather NOUN fis-3443 35 18 and and CCONJ fis-3443 35 19 high high ADJ fis-3443 35 20 level level NOUN fis-3443 35 21 of of ADP fis-3443 35 22 humidity humidity NOUN fis-3443 35 23 [ [ X fis-3443 35 24 12 12 NUM fis-3443 35 25 ] ] PUNCT fis-3443 35 26 . . PUNCT fis-3443 36 1 frp frp PROPN fis-3443 36 2 reinforcement reinforcement NOUN fis-3443 36 3 emerged emerge VERB fis-3443 36 4 as as ADP fis-3443 36 5 a a DET fis-3443 36 6 practical practical ADJ fis-3443 36 7 solution solution NOUN fis-3443 36 8 because because SCONJ fis-3443 36 9 of of ADP fis-3443 36 10 its its PRON fis-3443 36 11 non non ADJ fis-3443 36 12 - - ADJ fis-3443 36 13 corrosive corrosive ADJ fis-3443 36 14 properties property NOUN fis-3443 36 15 , , PUNCT fis-3443 36 16 high high ADJ fis-3443 36 17 strength strength NOUN fis-3443 36 18 - - PUNCT fis-3443 36 19 to to ADP fis-3443 36 20 - - PUNCT fis-3443 36 21 weight weight NOUN fis-3443 36 22 ratio ratio NOUN fis-3443 36 23 , , PUNCT fis-3443 36 24 and and CCONJ fis-3443 36 25 good good ADJ fis-3443 36 26 fatigue fatigue NOUN fis-3443 36 27 resistance resistance NOUN fis-3443 36 28 [ [ X fis-3443 36 29 13 13 NUM fis-3443 36 30 ] ] PUNCT fis-3443 36 31 . . PUNCT fis-3443 37 1 due due ADP fis-3443 37 2 to to ADP fis-3443 37 3 this this DET fis-3443 37 4 brittle brittle ADJ fis-3443 37 5 nature nature NOUN fis-3443 37 6 of of ADP fis-3443 37 7 frp frp PROPN fis-3443 37 8 , , PUNCT fis-3443 37 9 it it PRON fis-3443 37 10 was be AUX fis-3443 37 11 recommended recommend VERB fis-3443 37 12 to to PART fis-3443 37 13 direct direct VERB fis-3443 37 14 the the DET fis-3443 37 15 flexure flexure NOUN fis-3443 37 16 members member NOUN fis-3443 37 17 to to PART fis-3443 37 18 fail fail VERB fis-3443 37 19 in in ADP fis-3443 37 20 compression compression NOUN fis-3443 37 21 rather rather ADV fis-3443 37 22 than than ADP fis-3443 37 23 fail fail VERB fis-3443 37 24 in in ADP fis-3443 37 25 tension tension NOUN fis-3443 37 26 [ [ X fis-3443 37 27 14 14 NUM fis-3443 37 28 , , PUNCT fis-3443 37 29 15 15 NUM fis-3443 37 30 ] ] PUNCT fis-3443 37 31 . . PUNCT fis-3443 38 1 in in ADP fis-3443 38 2 such such ADJ fis-3443 38 3 brittle brittle ADJ fis-3443 38 4 characteristics characteristic NOUN fis-3443 38 5 , , PUNCT fis-3443 38 6 this this DET fis-3443 38 7 type type NOUN fis-3443 38 8 of of ADP fis-3443 38 9 failure failure NOUN fis-3443 38 10 is be AUX fis-3443 38 11 less less ADV fis-3443 38 12 catastrophic catastrophic ADJ fis-3443 38 13 and and CCONJ fis-3443 38 14 more more ADV fis-3443 38 15 progressive progressive ADJ fis-3443 38 16 . . PUNCT fis-3443 39 1 to to PART fis-3443 39 2 determine determine VERB fis-3443 39 3 the the DET fis-3443 39 4 deflection deflection NOUN fis-3443 39 5 of of ADP fis-3443 39 6 frp frp PROPN fis-3443 39 7 reinforced reinforce VERB fis-3443 39 8 beams beam NOUN fis-3443 39 9 , , PUNCT fis-3443 39 10 most most ADJ fis-3443 39 11 code code NOUN fis-3443 39 12 guidelines guideline NOUN fis-3443 39 13 adopted adopt VERB fis-3443 39 14 a a DET fis-3443 39 15 simple simple ADJ fis-3443 39 16 elastic elastic ADJ fis-3443 39 17 method method NOUN fis-3443 39 18 , , PUNCT fis-3443 39 19 branson branson PROPN fis-3443 39 20 ’s ’s PART fis-3443 39 21 equation equation NOUN fis-3443 39 22 [ [ X fis-3443 39 23 16 16 NUM fis-3443 39 24 ] ] PUNCT fis-3443 39 25 , , PUNCT fis-3443 39 26 and and CCONJ fis-3443 39 27 an an DET fis-3443 39 28 effective effective ADJ fis-3443 39 29 moment moment NOUN fis-3443 39 30 of of ADP fis-3443 39 31 inertia inertia NOUN fis-3443 39 32 equation equation NOUN fis-3443 39 33 to to PART fis-3443 39 34 describe describe VERB fis-3443 39 35 the the DET fis-3443 39 36 reduced reduce VERB fis-3443 39 37 stiffness stiffness NOUN fis-3443 39 38 of of ADP fis-3443 39 39 cracked crack VERB fis-3443 39 40 sections section NOUN fis-3443 39 41 . . PUNCT fis-3443 40 1 the the DET fis-3443 40 2 effective effective ADJ fis-3443 40 3 moment moment NOUN fis-3443 40 4 of of ADP fis-3443 40 5 inertia inertia NOUN fis-3443 40 6 originally originally ADV fis-3443 40 7 modified modify VERB fis-3443 40 8 by by ADP fis-3443 40 9 aci aci PROPN fis-3443 40 10 316 316 NUM fis-3443 41 1 [ [ X fis-3443 41 2 16 16 NUM fis-3443 41 3 ] ] PUNCT fis-3443 41 4 was be AUX fis-3443 41 5 adopted adopt VERB fis-3443 41 6 by by ADP fis-3443 41 7 aci aci PROPN fis-3443 41 8 440.1r-06 440.1r-06 NUM fis-3443 41 9 [ [ X fis-3443 41 10 17 17 NUM fis-3443 41 11 ] ] PUNCT fis-3443 41 12 . . PUNCT fis-3443 42 1 most most ADJ fis-3443 42 2 experimental experimental ADJ fis-3443 42 3 results result NOUN fis-3443 42 4 of of ADP fis-3443 42 5 gfrp gfrp NOUN fis-3443 42 6 reinforced reinforce VERB fis-3443 42 7 beams beam NOUN fis-3443 42 8 in in ADP fis-3443 42 9 the the DET fis-3443 42 10 literature literature NOUN fis-3443 42 11 [ [ X fis-3443 42 12 18 18 NUM fis-3443 42 13 - - SYM fis-3443 42 14 20 20 NUM fis-3443 42 15 ] ] PUNCT fis-3443 42 16 showed show VERB fis-3443 42 17 higher high ADJ fis-3443 42 18 ultimate ultimate ADJ fis-3443 42 19 moment moment NOUN fis-3443 42 20 capacities capacity NOUN fis-3443 42 21 than than ADP fis-3443 42 22 those those PRON fis-3443 42 23 predicted predict VERB fis-3443 42 24 by by ADP fis-3443 42 25 most most ADJ fis-3443 42 26 code code NOUN fis-3443 42 27 guidelines guideline NOUN fis-3443 42 28 . . PUNCT fis-3443 43 1 when when SCONJ fis-3443 43 2 using use VERB fis-3443 43 3 high high ADJ fis-3443 43 4 - - PUNCT fis-3443 43 5 strength strength NOUN fis-3443 43 6 concrete concrete NOUN fis-3443 43 7 in in ADP fis-3443 43 8 gfrp gfrp PROPN fis-3443 43 9 reinforced reinforce VERB fis-3443 43 10 beams beam NOUN fis-3443 43 11 , , PUNCT fis-3443 43 12 a a DET fis-3443 43 13 brittle brittle ADJ fis-3443 43 14 behavior behavior NOUN fis-3443 43 15 , , PUNCT fis-3443 43 16 sudden sudden ADJ fis-3443 43 17 failure failure NOUN fis-3443 43 18 , , PUNCT fis-3443 43 19 and and CCONJ fis-3443 43 20 fewer few ADJ fis-3443 43 21 width width ADJ fis-3443 43 22 cracks crack NOUN fis-3443 43 23 were be AUX fis-3443 43 24 observed observe VERB fis-3443 43 25 compared compare VERB fis-3443 43 26 to to ADP fis-3443 43 27 beams beam NOUN fis-3443 43 28 made make VERB fis-3443 43 29 of of ADP fis-3443 43 30 normal normal ADJ fis-3443 43 31 concrete concrete NOUN fis-3443 43 32 [ [ X fis-3443 43 33 21 21 NUM fis-3443 43 34 ] ] PUNCT fis-3443 43 35 . . PUNCT fis-3443 44 1 in in ADP fis-3443 44 2 ref ref NOUN fis-3443 44 3 . . PUNCT fis-3443 45 1 [ [ X fis-3443 45 2 22 22 NUM fis-3443 45 3 ] ] PUNCT fis-3443 45 4 , , PUNCT fis-3443 45 5 it it PRON fis-3443 45 6 was be AUX fis-3443 45 7 shown show VERB fis-3443 45 8 that that SCONJ fis-3443 45 9 cfrp cfrp NOUN fis-3443 45 10 - - PUNCT fis-3443 45 11 reinforced reinforce VERB fis-3443 45 12 concrete concrete ADJ fis-3443 45 13 beams beam NOUN fis-3443 45 14 ' ' PART fis-3443 45 15 performance performance NOUN fis-3443 45 16 and and CCONJ fis-3443 45 17 behavior behavior NOUN fis-3443 45 18 are be AUX fis-3443 45 19 comparable comparable ADJ fis-3443 45 20 to to ADP fis-3443 45 21 the the DET fis-3443 45 22 conventional conventional ADJ fis-3443 45 23 steel steel NOUN fis-3443 45 24 - - PUNCT fis-3443 45 25 reinforced reinforce VERB fis-3443 45 26 concrete concrete ADJ fis-3443 45 27 beams beam NOUN fis-3443 45 28 . . PUNCT fis-3443 46 1 a a DET fis-3443 46 2 new new ADJ fis-3443 46 3 proposed propose VERB fis-3443 46 4 tension tension NOUN fis-3443 46 5 stiffening stiffen VERB fis-3443 46 6 model model NOUN fis-3443 46 7 for for ADP fis-3443 46 8 concrete concrete ADJ fis-3443 46 9 members member NOUN fis-3443 46 10 reinforced reinforce VERB fis-3443 46 11 with with ADP fis-3443 46 12 gfrp gfrp PROPN fis-3443 46 13 predicted predict VERB fis-3443 46 14 significantly significantly ADV fis-3443 46 15 better well ADJ fis-3443 46 16 experimental experimental ADJ fis-3443 46 17 results result NOUN fis-3443 46 18 than than ADP fis-3443 46 19 the the DET fis-3443 46 20 existing exist VERB fis-3443 46 21 models model NOUN fis-3443 46 22 [ [ X fis-3443 46 23 23 23 NUM fis-3443 46 24 ] ] PUNCT fis-3443 46 25 . . PUNCT fis-3443 47 1 considering consider VERB fis-3443 47 2 the the DET fis-3443 47 3 shear shear NOUN fis-3443 47 4 performance performance NOUN fis-3443 47 5 of of ADP fis-3443 47 6 steel steel NOUN fis-3443 47 7 - - PUNCT fis-3443 47 8 reinforced reinforce VERB fis-3443 47 9 concrete concrete ADJ fis-3443 47 10 beams beam NOUN fis-3443 47 11 cast cast VERB fis-3443 47 12 with with ADP fis-3443 47 13 recycled recycled ADJ fis-3443 47 14 aggregate aggregate NOUN fis-3443 47 15 [ [ X fis-3443 47 16 24 24 NUM fis-3443 47 17 ] ] PUNCT fis-3443 47 18 , , PUNCT fis-3443 47 19 an an DET fis-3443 47 20 equation equation NOUN fis-3443 47 21 for for ADP fis-3443 47 22 estimating estimate VERB fis-3443 47 23 the the DET fis-3443 47 24 shear shear NOUN fis-3443 47 25 was be AUX fis-3443 47 26 proposed propose VERB fis-3443 47 27 . . PUNCT fis-3443 48 1 it it PRON fis-3443 48 2 showed show VERB fis-3443 48 3 satisfactory satisfactory ADJ fis-3443 48 4 results result NOUN fis-3443 48 5 when when SCONJ fis-3443 48 6 verified verify VERB fis-3443 48 7 against against ADP fis-3443 48 8 the the DET fis-3443 48 9 experimental experimental ADJ fis-3443 48 10 results result NOUN fis-3443 48 11 . . PUNCT fis-3443 49 1 a a DET fis-3443 49 2 study study NOUN fis-3443 49 3 of of ADP fis-3443 49 4 the the DET fis-3443 49 5 effect effect NOUN fis-3443 49 6 of of ADP fis-3443 49 7 recycled recycled ADJ fis-3443 49 8 aggregate aggregate NOUN fis-3443 49 9 on on ADP fis-3443 49 10 the the DET fis-3443 49 11 behavior behavior NOUN fis-3443 49 12 of of ADP fis-3443 49 13 structural structural ADJ fis-3443 49 14 beams beam NOUN fis-3443 49 15 in in ADP fis-3443 49 16 flexure flexure NOUN fis-3443 49 17 , , PUNCT fis-3443 49 18 shear shear NOUN fis-3443 49 19 , , PUNCT fis-3443 49 20 and and CCONJ fis-3443 49 21 bond bond NOUN fis-3443 49 22 showed show VERB fis-3443 49 23 a a DET fis-3443 49 24 minimum minimum ADJ fis-3443 49 25 difference difference NOUN fis-3443 49 26 in in ADP fis-3443 49 27 the the DET fis-3443 49 28 peak peak NOUN fis-3443 49 29 load load NOUN fis-3443 49 30 and and CCONJ fis-3443 49 31 load load NOUN fis-3443 49 32 - - PUNCT fis-3443 49 33 deflection deflection NOUN fis-3443 49 34 behavior behavior NOUN fis-3443 49 35 attributed attribute VERB fis-3443 49 36 to to ADP fis-3443 49 37 the the DET fis-3443 49 38 percentage percentage NOUN fis-3443 49 39 replacement replacement NOUN fis-3443 49 40 of of ADP fis-3443 49 41 natural natural ADJ fis-3443 49 42 concrete concrete ADJ fis-3443 49 43 aggregate aggregate NOUN fis-3443 49 44 with with ADP fis-3443 49 45 recycled recycled ADJ fis-3443 49 46 concrete concrete ADJ fis-3443 49 47 aggregate aggregate NOUN fis-3443 49 48 [ [ X fis-3443 49 49 25 25 NUM fis-3443 49 50 ] ] PUNCT fis-3443 49 51 . . PUNCT fis-3443 50 1 it it PRON fis-3443 50 2 is be AUX fis-3443 50 3 worth worth ADJ fis-3443 50 4 noting note VERB fis-3443 50 5 that that SCONJ fis-3443 50 6 hamad hamad PROPN fis-3443 50 7 et et PROPN fis-3443 50 8 al al PROPN fis-3443 50 9 . . PUNCT fis-3443 51 1 [ [ X fis-3443 51 2 25 25 NUM fis-3443 51 3 ] ] PUNCT fis-3443 51 4 carried carry VERB fis-3443 51 5 out out ADP fis-3443 51 6 a a DET fis-3443 51 7 bond bond NOUN fis-3443 51 8 splitting splitting NOUN fis-3443 51 9 ( ( PUNCT fis-3443 51 10 bond bond NOUN fis-3443 51 11 beams beam NOUN fis-3443 51 12 ) ) PUNCT fis-3443 51 13 test test NOUN fis-3443 51 14 to to PART fis-3443 51 15 measure measure VERB fis-3443 51 16 the the DET fis-3443 51 17 bond bond NOUN fis-3443 51 18 strength strength NOUN fis-3443 51 19 . . PUNCT fis-3443 52 1 research research NOUN fis-3443 52 2 significance significance NOUN fis-3443 52 3 ptimal ptimal ADJ fis-3443 52 4 use use NOUN fis-3443 52 5 of of ADP fis-3443 52 6 recycling recycle VERB fis-3443 52 7 construction construction NOUN fis-3443 52 8 and and CCONJ fis-3443 52 9 demolition demolition NOUN fis-3443 52 10 waste waste NOUN fis-3443 52 11 in in ADP fis-3443 52 12 the the DET fis-3443 52 13 concrete concrete ADJ fis-3443 52 14 industry industry NOUN fis-3443 52 15 is be AUX fis-3443 52 16 one one NUM fis-3443 52 17 of of ADP fis-3443 52 18 the the DET fis-3443 52 19 most most ADV fis-3443 52 20 important important ADJ fis-3443 52 21 environmental environmental ADJ fis-3443 52 22 challenges challenge NOUN fis-3443 52 23 . . PUNCT fis-3443 53 1 this this DET fis-3443 53 2 research research NOUN fis-3443 53 3 work work NOUN fis-3443 53 4 attempts attempt VERB fis-3443 53 5 to to PART fis-3443 53 6 understand understand VERB fis-3443 53 7 the the DET fis-3443 53 8 behavior behavior NOUN fis-3443 53 9 of of ADP fis-3443 53 10 reinforced reinforce VERB fis-3443 53 11 concrete concrete NOUN fis-3443 53 12 ( ( PUNCT fis-3443 53 13 rc rc NOUN fis-3443 53 14 ) ) PUNCT fis-3443 53 15 containing contain VERB fis-3443 53 16 recycled recycle VERB fis-3443 53 17 coarse coarse NOUN fis-3443 53 18 aggregate aggregate NOUN fis-3443 53 19 ( ( PUNCT fis-3443 53 20 rca rca PROPN fis-3443 53 21 ) ) PUNCT fis-3443 53 22 from from ADP fis-3443 53 23 demolition demolition NOUN fis-3443 53 24 waste waste NOUN fis-3443 53 25 either either CCONJ fis-3443 53 26 with with ADP fis-3443 53 27 ductile ductile NOUN fis-3443 53 28 or or CCONJ fis-3443 53 29 brittle brittle ADJ fis-3443 53 30 reinforcement reinforcement NOUN fis-3443 53 31 . . PUNCT fis-3443 54 1 the the DET fis-3443 54 2 characteristics characteristic NOUN fis-3443 54 3 of of ADP fis-3443 54 4 gfrp gfrp PROPN fis-3443 54 5 made make VERB fis-3443 54 6 by by ADP fis-3443 54 7 a a DET fis-3443 54 8 manual manual ADJ fis-3443 54 9 method method NOUN fis-3443 54 10 are be AUX fis-3443 54 11 tested test VERB fis-3443 54 12 . . PUNCT fis-3443 55 1 the the DET fis-3443 55 2 characteristics characteristic NOUN fis-3443 55 3 of of ADP fis-3443 55 4 concrete concrete NOUN fis-3443 55 5 made make VERB fis-3443 55 6 with with ADP fis-3443 55 7 the the DET fis-3443 55 8 rca rca NOUN fis-3443 55 9 from from ADP fis-3443 55 10 demolition demolition NOUN fis-3443 55 11 were be AUX fis-3443 55 12 also also ADV fis-3443 55 13 studied study VERB fis-3443 55 14 and and CCONJ fis-3443 55 15 compared compare VERB fis-3443 55 16 to to ADP fis-3443 55 17 the the DET fis-3443 55 18 characteristics characteristic NOUN fis-3443 55 19 of of ADP fis-3443 55 20 new new ADJ fis-3443 55 21 concrete concrete NOUN fis-3443 55 22 , , PUNCT fis-3443 55 23 i.e. i.e. X fis-3443 55 24 , , PUNCT fis-3443 55 25 concrete concrete ADJ fis-3443 55 26 with with ADP fis-3443 55 27 the the DET fis-3443 55 28 natural natural ADJ fis-3443 55 29 r r NOUN fis-3443 55 30 o o X fis-3443 55 31 r. r. NOUN fis-3443 55 32 elsadany elsadany PROPN fis-3443 55 33 et et PROPN fis-3443 55 34 alii alii PROPN fis-3443 55 35 , , PUNCT fis-3443 55 36 frattura frattura PROPN fis-3443 55 37 ed ed PROPN fis-3443 55 38 integrità integrità PROPN fis-3443 55 39 strutturale strutturale PROPN fis-3443 55 40 , , PUNCT fis-3443 55 41 61 61 NUM fis-3443 55 42 ( ( PUNCT fis-3443 55 43 2022 2022 NUM fis-3443 55 44 ) ) PUNCT fis-3443 55 45 294 294 NUM fis-3443 55 46 - - SYM fis-3443 55 47 307 307 NUM fis-3443 55 48 ; ; PUNCT fis-3443 55 49 doi doi NOUN fis-3443 55 50 : : PUNCT fis-3443 55 51 10.3221 10.3221 NUM fis-3443 55 52 / / SYM fis-3443 55 53 igf igf PROPN fis-3443 55 54 - - PUNCT fis-3443 55 55 esis.61.20 esis.61.20 NOUN fis-3443 55 56                                                                                                                 SPACE fis-3443 55 57 296 296 NUM fis-3443 55 58 coarse coarse NOUN fis-3443 55 59 aggregate aggregate NOUN fis-3443 55 60 ( ( PUNCT fis-3443 55 61 nca nca NOUN fis-3443 55 62 ) ) PUNCT fis-3443 55 63 . . PUNCT fis-3443 56 1 finally finally ADV fis-3443 56 2 , , PUNCT fis-3443 56 3 a a DET fis-3443 56 4 comparative comparative ADJ fis-3443 56 5 study study NOUN fis-3443 56 6 was be AUX fis-3443 56 7 made make VERB fis-3443 56 8 between between ADP fis-3443 56 9 the the DET fis-3443 56 10 behavior behavior NOUN fis-3443 56 11 of of ADP fis-3443 56 12 beams beam NOUN fis-3443 56 13 reinforced reinforce VERB fis-3443 56 14 with with ADP fis-3443 56 15 steel steel NOUN fis-3443 56 16 reinforcements reinforcement NOUN fis-3443 56 17 new new ADJ fis-3443 56 18 concrete concrete NOUN fis-3443 56 19 and and CCONJ fis-3443 56 20 beams beam NOUN fis-3443 56 21 reinforced reinforce VERB fis-3443 56 22 with with ADP fis-3443 56 23 the the DET fis-3443 56 24 manually manually ADV fis-3443 56 25 made make VERB fis-3443 56 26 gfrp gfrp PROPN fis-3443 56 27 bars bar NOUN fis-3443 56 28 and and CCONJ fis-3443 56 29 the the DET fis-3443 56 30 recycled recycled ADJ fis-3443 56 31 aggregate aggregate NOUN fis-3443 56 32 . . PUNCT fis-3443 57 1 experimental experimental ADJ fis-3443 57 2 program program NOUN fis-3443 57 3 he he PRON fis-3443 57 4 experimental experimental ADJ fis-3443 57 5 program program NOUN fis-3443 57 6 was be AUX fis-3443 57 7 divided divide VERB fis-3443 57 8 into into ADP fis-3443 57 9 three three NUM fis-3443 57 10 stages stage NOUN fis-3443 57 11 . . PUNCT fis-3443 58 1 the the DET fis-3443 58 2 first first ADJ fis-3443 58 3 stage stage NOUN fis-3443 58 4 was be AUX fis-3443 58 5 the the DET fis-3443 58 6 fabrication fabrication NOUN fis-3443 58 7 and and CCONJ fis-3443 58 8 testing testing NOUN fis-3443 58 9 of of ADP fis-3443 58 10 gfrp gfrp PROPN fis-3443 58 11 bars bar NOUN fis-3443 58 12 . . PUNCT fis-3443 59 1 a a DET fis-3443 59 2 manual manual ADJ fis-3443 59 3 method method NOUN fis-3443 59 4 was be AUX fis-3443 59 5 used use VERB fis-3443 59 6 in in ADP fis-3443 59 7 the the DET fis-3443 59 8 fabrication fabrication NOUN fis-3443 59 9 of of ADP fis-3443 59 10 gfrp gfrp PROPN fis-3443 59 11 bars bar NOUN fis-3443 59 12 . . PUNCT fis-3443 60 1 samples sample NOUN fis-3443 60 2 of of ADP fis-3443 60 3 the the DET fis-3443 60 4 fabricated fabricate VERB fis-3443 60 5 bars bar NOUN fis-3443 60 6 are be AUX fis-3443 60 7 tested test VERB fis-3443 60 8 in in ADP fis-3443 60 9 tensile tensile NOUN fis-3443 60 10 and and CCONJ fis-3443 60 11 bond bond NOUN fis-3443 60 12 strength strength NOUN fis-3443 60 13 to to PART fis-3443 60 14 get get VERB fis-3443 60 15 the the DET fis-3443 60 16 gfrp gfrp PROPN fis-3443 60 17 mechanical mechanical ADJ fis-3443 60 18 characteristics characteristic NOUN fis-3443 60 19 . . PUNCT fis-3443 61 1 in in ADP fis-3443 61 2 the the DET fis-3443 61 3 second second ADJ fis-3443 61 4 stage stage NOUN fis-3443 61 5 , , PUNCT fis-3443 61 6 a a DET fis-3443 61 7 comprehensive comprehensive ADJ fis-3443 61 8 experimental experimental ADJ fis-3443 61 9 test test NOUN fis-3443 61 10 was be AUX fis-3443 61 11 carried carry VERB fis-3443 61 12 out out ADP fis-3443 61 13 to to PART fis-3443 61 14 measure measure VERB fis-3443 61 15 the the DET fis-3443 61 16 properties property NOUN fis-3443 61 17 of of ADP fis-3443 61 18 both both CCONJ fis-3443 61 19 new new ADJ fis-3443 61 20 concrete concrete ADJ fis-3443 61 21 and and CCONJ fis-3443 61 22 concrete concrete ADJ fis-3443 61 23 containing contain VERB fis-3443 61 24 rca rca NOUN fis-3443 61 25 . . PUNCT fis-3443 62 1 the the DET fis-3443 62 2 flexural flexural ADJ fis-3443 62 3 characteristics characteristic NOUN fis-3443 62 4 of of ADP fis-3443 62 5 the the DET fis-3443 62 6 gfrp gfrp PROPN fis-3443 62 7 and and CCONJ fis-3443 62 8 steel steel NOUN fis-3443 62 9 - - PUNCT fis-3443 62 10 reinforced reinforce VERB fis-3443 62 11 beams beam NOUN fis-3443 62 12 made make VERB fis-3443 62 13 with with ADP fis-3443 62 14 11 11 NUM fis-3443 62 15 recycled recycle VERB fis-3443 62 16 and and CCONJ fis-3443 62 17 new new ADJ fis-3443 62 18 concrete concrete NOUN fis-3443 62 19 were be AUX fis-3443 62 20 studied study VERB fis-3443 62 21 in in ADP fis-3443 62 22 the the DET fis-3443 62 23 last last ADJ fis-3443 62 24 stage stage NOUN fis-3443 62 25 . . PUNCT fis-3443 63 1 four four NUM fis-3443 63 2 main main ADJ fis-3443 63 3 aspects aspect NOUN fis-3443 63 4 were be AUX fis-3443 63 5 studied study VERB fis-3443 63 6 , , PUNCT fis-3443 63 7 load load NOUN fis-3443 63 8 - - PUNCT fis-3443 63 9 carrying carry VERB fis-3443 63 10 capacity capacity NOUN fis-3443 63 11 , , PUNCT fis-3443 63 12 deflection deflection NOUN fis-3443 63 13 , , PUNCT fis-3443 63 14 load load NOUN fis-3443 63 15 at at ADP fis-3443 63 16 first first ADJ fis-3443 63 17 crack crack NOUN fis-3443 63 18 , , PUNCT fis-3443 63 19 and and CCONJ fis-3443 63 20 failure failure NOUN fis-3443 63 21 mode mode NOUN fis-3443 63 22 . . PUNCT fis-3443 64 1 the the DET fis-3443 64 2 materials material NOUN fis-3443 64 3 used use VERB fis-3443 64 4 in in ADP fis-3443 64 5 this this DET fis-3443 64 6 research research NOUN fis-3443 64 7 were be AUX fis-3443 64 8 natural natural ADJ fis-3443 64 9 sand sand NOUN fis-3443 64 10 , , PUNCT fis-3443 64 11 natural natural ADJ fis-3443 64 12 crushed crush VERB fis-3443 64 13 stone stone NOUN fis-3443 64 14 ( ( PUNCT fis-3443 64 15 dolomite dolomite NOUN fis-3443 64 16 ) ) PUNCT fis-3443 64 17 for for ADP fis-3443 64 18 new new ADJ fis-3443 64 19 concrete concrete NOUN fis-3443 64 20 , , PUNCT fis-3443 64 21 dolomite dolomite NOUN fis-3443 64 22 - - PUNCT fis-3443 64 23 based base VERB fis-3443 64 24 crushed crushed ADJ fis-3443 64 25 concrete concrete NOUN fis-3443 64 26 as as ADP fis-3443 64 27 the the DET fis-3443 64 28 source source NOUN fis-3443 64 29 of of ADP fis-3443 64 30 recycled recycled ADJ fis-3443 64 31 aggregate aggregate NOUN fis-3443 64 32 , , PUNCT fis-3443 64 33 ordinary ordinary ADJ fis-3443 64 34 portland portland PROPN fis-3443 64 35 cement cement NOUN fis-3443 64 36 , , PUNCT fis-3443 64 37 steel steel NOUN fis-3443 64 38 bars bar NOUN fis-3443 64 39 , , PUNCT fis-3443 64 40 and and CCONJ fis-3443 64 41 gfrp gfrp PROPN fis-3443 64 42 bars bar NOUN fis-3443 64 43 . . PUNCT fis-3443 65 1 fabrication fabrication NOUN fis-3443 65 2 of of ADP fis-3443 65 3 gfrp gfrp PROPN fis-3443 65 4 bars bar NOUN fis-3443 65 5 gfrp gfrp PROPN fis-3443 65 6 bars bar NOUN fis-3443 65 7 were be AUX fis-3443 65 8 fabricated fabricate VERB fis-3443 65 9 in in ADP fis-3443 65 10 the the DET fis-3443 65 11 experimental experimental ADJ fis-3443 65 12 program program NOUN fis-3443 65 13 using use VERB fis-3443 65 14 a a DET fis-3443 65 15 hand hand NOUN fis-3443 65 16 lay lay VERB fis-3443 65 17 - - PUNCT fis-3443 65 18 up up ADP fis-3443 65 19 technique technique NOUN fis-3443 65 20 [ [ X fis-3443 65 21 26 26 NUM fis-3443 65 22 ] ] PUNCT fis-3443 65 23 . . PUNCT fis-3443 66 1 this this PRON fis-3443 66 2 was be AUX fis-3443 66 3 done do VERB fis-3443 66 4 by by ADP fis-3443 66 5 stretching stretch VERB fis-3443 66 6 the the DET fis-3443 66 7 thread thread NOUN fis-3443 66 8 of of ADP fis-3443 66 9 glass glass NOUN fis-3443 66 10 fiber fiber NOUN fis-3443 66 11 between between ADP fis-3443 66 12 two two NUM fis-3443 66 13 hooks hook NOUN fis-3443 66 14 . . PUNCT fis-3443 67 1 the the DET fis-3443 67 2 homopolymer homopolymer PROPN fis-3443 67 3 polypropylene polypropylene PROPN fis-3443 67 4 series series PROPN fis-3443 67 5 resin resin NOUN fis-3443 67 6 used use VERB fis-3443 67 7 was be AUX fis-3443 67 8 fabricated fabricate VERB fis-3443 67 9 in in ADP fis-3443 67 10 vetrotex vetrotex NOUN fis-3443 67 11 company company NOUN fis-3443 67 12 , , PUNCT fis-3443 67 13 usa usa PROPN fis-3443 67 14 . . PUNCT fis-3443 68 1 it it PRON fis-3443 68 2 consists consist VERB fis-3443 68 3 of of ADP fis-3443 68 4 two two NUM fis-3443 68 5 main main ADJ fis-3443 68 6 components component NOUN fis-3443 68 7 , , PUNCT fis-3443 68 8 polyesters polyester NOUN fis-3443 68 9 and and CCONJ fis-3443 68 10 hardeners hardener NOUN fis-3443 68 11 . . PUNCT fis-3443 69 1 the the DET fis-3443 69 2 physical physical ADJ fis-3443 69 3 and and CCONJ fis-3443 69 4 mechanical mechanical ADJ fis-3443 69 5 properties property NOUN fis-3443 69 6 of of ADP fis-3443 69 7 the the DET fis-3443 69 8 used use VERB fis-3443 69 9 glass glass NOUN fis-3443 69 10 fiber fiber NOUN fis-3443 69 11 and and CCONJ fis-3443 69 12 resin resin NOUN fis-3443 69 13 are be AUX fis-3443 69 14 listed list VERB fis-3443 69 15 in in ADP fis-3443 69 16 table table NOUN fis-3443 69 17 1 1 NUM fis-3443 69 18 . . PUNCT fis-3443 70 1 the the DET fis-3443 70 2 relation relation NOUN fis-3443 70 3 between between ADP fis-3443 70 4 the the DET fis-3443 70 5 number number NOUN fis-3443 70 6 of of ADP fis-3443 70 7 rolls roll NOUN fis-3443 70 8 and and CCONJ fis-3443 70 9 the the DET fis-3443 70 10 final final ADJ fis-3443 70 11 diameter diameter NOUN fis-3443 70 12 of of ADP fis-3443 70 13 the the DET fis-3443 70 14 bars bar NOUN fis-3443 70 15 was be AUX fis-3443 70 16 deduced deduce VERB fis-3443 70 17 , , PUNCT fis-3443 70 18 as as SCONJ fis-3443 70 19 listed list VERB fis-3443 70 20 in in ADP fis-3443 70 21 table table NOUN fis-3443 70 22 2 2 NUM fis-3443 70 23 . . PUNCT fis-3443 70 24 materials material NOUN fis-3443 70 25 specific specific ADJ fis-3443 70 26 gravity gravity NOUN fis-3443 70 27 tensile tensile NOUN fis-3443 70 28 elongation elongation NOUN fis-3443 70 29 % % NOUN fis-3443 70 30 tensile tensile NOUN fis-3443 70 31 strength strength NOUN fis-3443 70 32 ( ( PUNCT fis-3443 70 33 mpa mpa PROPN fis-3443 70 34 ) ) PUNCT fis-3443 70 35 flexural flexural ADJ fis-3443 70 36 strength strength NOUN fis-3443 70 37 ( ( PUNCT fis-3443 70 38 mpa mpa PROPN fis-3443 70 39 ) ) PUNCT fis-3443 70 40 tensile tensile NOUN fis-3443 70 41 modulus modulus NOUN fis-3443 70 42 ( ( PUNCT fis-3443 70 43 gpa gpa PROPN fis-3443 70 44 ) ) PUNCT fis-3443 70 45 flexural flexural ADJ fis-3443 70 46 modulus modulus NOUN fis-3443 70 47 ( ( PUNCT fis-3443 70 48 gpa gpa PROPN fis-3443 70 49 ) ) PUNCT fis-3443 70 50 glass glass NOUN fis-3443 70 51 fiber fiber NOUN fis-3443 70 52 2.54 2.54 NUM fis-3443 70 53 4.5 4.5 NUM fis-3443 70 54 % % NOUN fis-3443 70 55 3250 3250 NUM fis-3443 70 56 -69 -69 NUM fis-3443 70 57 - - PUNCT fis-3443 70 58 resin resin NOUN fis-3443 70 59 --140 --140 PROPN fis-3443 70 60 210 210 NUM fis-3443 70 61 -7.5 -7.5 NOUN fis-3443 70 62 table table NOUN fis-3443 70 63 1 1 NUM fis-3443 70 64 : : PUNCT fis-3443 70 65 the the DET fis-3443 70 66 physical physical ADJ fis-3443 70 67 and and CCONJ fis-3443 70 68 mechanical mechanical ADJ fis-3443 70 69 properties property NOUN fis-3443 70 70 of of ADP fis-3443 70 71 the the DET fis-3443 70 72 glass glass NOUN fis-3443 70 73 fiber fiber NOUN fis-3443 70 74 and and CCONJ fis-3443 70 75 resin resin NOUN fis-3443 70 76 as as SCONJ fis-3443 70 77 reported report VERB fis-3443 70 78 by by ADP fis-3443 70 79 the the DET fis-3443 70 80 manufacturer manufacturer NOUN fis-3443 70 81 . . PUNCT fis-3443 71 1 no no INTJ fis-3443 71 2 . . NOUN fis-3443 72 1 of of ADP fis-3443 72 2 rolls roll NOUN fis-3443 72 3 * * PUNCT fis-3443 72 4 bar bar NOUN fis-3443 72 5 diameter diameter NOUN fis-3443 72 6 35 35 NUM fis-3443 72 7 10 10 NUM fis-3443 72 8 mm mm NOUN fis-3443 72 9 45 45 NUM fis-3443 72 10 12 12 NUM fis-3443 72 11 mm mm NOUN fis-3443 72 12 65 65 NUM fis-3443 72 13 16 16 NUM fis-3443 72 14 mm mm NOUN fis-3443 72 15 table table NOUN fis-3443 72 16 2 2 NUM fis-3443 72 17 : : PUNCT fis-3443 72 18 relation relation NOUN fis-3443 72 19 between between ADP fis-3443 72 20 the the DET fis-3443 72 21 number number NOUN fis-3443 72 22 of of ADP fis-3443 72 23 rolls roll NOUN fis-3443 72 24 and and CCONJ fis-3443 72 25 diameter diameter NOUN fis-3443 72 26 of of ADP fis-3443 72 27 gfrp gfrp PROPN fis-3443 72 28 bars bar NOUN fis-3443 72 29 ( ( PUNCT fis-3443 72 30 * * VERB fis-3443 72 31 the the DET fis-3443 72 32 weight weight NOUN fis-3443 72 33 of of ADP fis-3443 72 34 one one NUM fis-3443 72 35 batch batch NOUN fis-3443 72 36 of of ADP fis-3443 72 37 rolls roll NOUN fis-3443 72 38 equal equal ADJ fis-3443 72 39 20 20 NUM fis-3443 72 40 kg kg NOUN fis-3443 72 41 ) ) PUNCT fis-3443 72 42 . . PUNCT fis-3443 73 1 for for ADP fis-3443 73 2 every every DET fis-3443 73 3 1 1 NUM fis-3443 73 4 m m NOUN fis-3443 73 5 of of ADP fis-3443 73 6 gfrp gfrp PROPN fis-3443 73 7 bars bar NOUN fis-3443 73 8 , , PUNCT fis-3443 73 9 the the DET fis-3443 73 10 resin resin NOUN fis-3443 73 11 polyester polyester NOUN fis-3443 73 12 was be AUX fis-3443 73 13 pushed push VERB fis-3443 73 14 with with ADP fis-3443 73 15 a a DET fis-3443 73 16 150 150 NUM fis-3443 73 17 gm gm PROPN fis-3443 73 18 force force NOUN fis-3443 73 19 using use VERB fis-3443 73 20 the the DET fis-3443 73 21 movable movable ADJ fis-3443 73 22 hook hook NOUN fis-3443 73 23 . . PUNCT fis-3443 74 1 to to PART fis-3443 74 2 press press VERB fis-3443 74 3 out out ADP fis-3443 74 4 the the DET fis-3443 74 5 excessive excessive ADJ fis-3443 74 6 quantity quantity NOUN fis-3443 74 7 of of ADP fis-3443 74 8 the the DET fis-3443 74 9 used use VERB fis-3443 74 10 resin resin NOUN fis-3443 74 11 , , PUNCT fis-3443 74 12 the the DET fis-3443 74 13 movable movable ADJ fis-3443 74 14 arm arm NOUN fis-3443 74 15 will will AUX fis-3443 74 16 rotate rotate VERB fis-3443 74 17 and and CCONJ fis-3443 74 18 pull pull VERB fis-3443 74 19 out out ADP fis-3443 74 20 the the DET fis-3443 74 21 fibers fiber NOUN fis-3443 74 22 to to PART fis-3443 74 23 make make VERB fis-3443 74 24 it it PRON fis-3443 74 25 twisted twisted ADJ fis-3443 74 26 fiber fiber NOUN fis-3443 74 27 after after ADP fis-3443 74 28 being be AUX fis-3443 74 29 saturated saturate VERB fis-3443 74 30 with with ADP fis-3443 74 31 resin resin NOUN fis-3443 74 32 . . PUNCT fis-3443 75 1 when when SCONJ fis-3443 75 2 the the DET fis-3443 75 3 clear clear ADJ fis-3443 75 4 distance distance NOUN fis-3443 75 5 between between ADP fis-3443 75 6 the the DET fis-3443 75 7 two two NUM fis-3443 75 8 hooks hook NOUN fis-3443 75 9 reaches reach VERB fis-3443 75 10 the the DET fis-3443 75 11 required require VERB fis-3443 75 12 length length NOUN fis-3443 75 13 , , PUNCT fis-3443 75 14 the the DET fis-3443 75 15 process process NOUN fis-3443 75 16 may may AUX fis-3443 75 17 be be AUX fis-3443 75 18 stopped stop VERB fis-3443 75 19 [ [ PUNCT fis-3443 75 20 26 26 NUM fis-3443 75 21 ] ] PUNCT fis-3443 75 22 , , PUNCT fis-3443 75 23 as as SCONJ fis-3443 75 24 shown show VERB fis-3443 75 25 in in ADP fis-3443 75 26 fig.1 fig.1 PROPN fis-3443 75 27 . . PUNCT fis-3443 76 1 after after ADP fis-3443 76 2 sufficient sufficient ADJ fis-3443 76 3 curing curing NOUN fis-3443 76 4 of of ADP fis-3443 76 5 the the DET fis-3443 76 6 gfrp gfrp PROPN fis-3443 76 7 bars bar NOUN fis-3443 76 8 , , PUNCT fis-3443 76 9 samples sample NOUN fis-3443 76 10 of of ADP fis-3443 76 11 bars bar NOUN fis-3443 76 12 were be AUX fis-3443 76 13 taken take VERB fis-3443 76 14 to to PART fis-3443 76 15 examine examine VERB fis-3443 76 16 their their PRON fis-3443 76 17 tensile tensile NOUN fis-3443 76 18 and and CCONJ fis-3443 76 19 bond bond NOUN fis-3443 76 20 characteristics characteristic NOUN fis-3443 76 21 . . PUNCT fis-3443 77 1 samples sample NOUN fis-3443 77 2 from from ADP fis-3443 77 3 gfrp gfrp PROPN fis-3443 77 4 bars bar NOUN fis-3443 77 5 having have VERB fis-3443 77 6 a a DET fis-3443 77 7 length length NOUN fis-3443 77 8 of of ADP fis-3443 77 9 1.2 1.2 NUM fis-3443 77 10 meters meter NOUN fis-3443 77 11 each each PRON fis-3443 77 12 were be AUX fis-3443 77 13 tested test VERB fis-3443 77 14 in in ADP fis-3443 77 15 tension tension NOUN fis-3443 77 16 to to PART fis-3443 77 17 get get VERB fis-3443 77 18 tensile tensile NOUN fis-3443 77 19 strength strength NOUN fis-3443 77 20 and and CCONJ fis-3443 77 21 young young ADJ fis-3443 77 22 's 's PART fis-3443 77 23 modulus modulus NOUN fis-3443 77 24 to to PART fis-3443 77 25 use use VERB fis-3443 77 26 these these DET fis-3443 77 27 characteristics characteristic NOUN fis-3443 77 28 in in ADP fis-3443 77 29 the the DET fis-3443 77 30 design design NOUN fis-3443 77 31 equations equation NOUN fis-3443 77 32 of of ADP fis-3443 77 33 beams beam NOUN fis-3443 77 34 [ [ X fis-3443 77 35 27 27 NUM fis-3443 77 36 ] ] PUNCT fis-3443 77 37 . . PUNCT fis-3443 78 1 using use VERB fis-3443 78 2 a a DET fis-3443 78 3 standard standard ADJ fis-3443 78 4 procedure procedure NOUN fis-3443 78 5 of of ADP fis-3443 78 6 pullout pullout NOUN fis-3443 78 7 test test NOUN fis-3443 78 8 according accord VERB fis-3443 78 9 to to ADP fis-3443 78 10 astm astm PROPN fis-3443 78 11 d7913 d7913 PROPN fis-3443 78 12 [ [ X fis-3443 78 13 28 28 NUM fis-3443 78 14 ] ] PUNCT fis-3443 78 15 , , PUNCT fis-3443 78 16 the the DET fis-3443 78 17 bond bond NOUN fis-3443 78 18 strength strength NOUN fis-3443 78 19 specimens specimen NOUN fis-3443 78 20 ’ ' PUNCT fis-3443 78 21 tests test NOUN fis-3443 78 22 were be AUX fis-3443 78 23 made make VERB fis-3443 78 24 to to ADP fis-3443 78 25 all all DET fis-3443 78 26 gfrp gfrp PROPN fis-3443 78 27 bars bar VERB fis-3443 78 28 diameters diameter NOUN fis-3443 78 29 ; ; PUNCT fis-3443 78 30 10 10 NUM fis-3443 78 31 , , PUNCT fis-3443 78 32 12 12 NUM fis-3443 78 33 , , PUNCT fis-3443 78 34 16 16 NUM fis-3443 78 35 mm mm NOUN fis-3443 78 36 . . PUNCT fis-3443 79 1 three three NUM fis-3443 79 2 samples sample NOUN fis-3443 79 3 representing represent VERB fis-3443 79 4 each each DET fis-3443 79 5 nominal nominal ADJ fis-3443 79 6 diameter diameter NOUN fis-3443 79 7 ( ( PUNCT fis-3443 79 8 10 10 NUM fis-3443 79 9 , , PUNCT fis-3443 79 10 12 12 NUM fis-3443 79 11 , , PUNCT fis-3443 79 12 16 16 NUM fis-3443 79 13 mm mm NOUN fis-3443 79 14 ) ) PUNCT fis-3443 79 15 were be AUX fis-3443 79 16 tested test VERB fis-3443 79 17 to to PART fis-3443 79 18 get get VERB fis-3443 79 19 the the DET fis-3443 79 20 bond bond NOUN fis-3443 79 21 strength strength NOUN fis-3443 79 22 of of ADP fis-3443 79 23 the the DET fis-3443 79 24 gfrp gfrp PROPN fis-3443 79 25 bars bar NOUN fis-3443 79 26 . . PUNCT fis-3443 80 1 during during ADP fis-3443 80 2 the the DET fis-3443 80 3 fabrication fabrication NOUN fis-3443 80 4 of of ADP fis-3443 80 5 bars bar NOUN fis-3443 80 6 , , PUNCT fis-3443 80 7 no no DET fis-3443 80 8 coating coating NOUN fis-3443 80 9 material material NOUN fis-3443 80 10 was be AUX fis-3443 80 11 glued glue VERB fis-3443 80 12 to to ADP fis-3443 80 13 the the DET fis-3443 80 14 surface surface NOUN fis-3443 80 15 of of ADP fis-3443 80 16 bars bar NOUN fis-3443 80 17 to to PART fis-3443 80 18 increase increase VERB fis-3443 80 19 t t PROPN fis-3443 80 20 r. r. PROPN fis-3443 80 21 elsadany elsadany PROPN fis-3443 80 22 et et PROPN fis-3443 80 23 alii alii PROPN fis-3443 80 24 , , PUNCT fis-3443 80 25 frattura frattura PROPN fis-3443 80 26 ed ed PROPN fis-3443 80 27 integrità integrità PROPN fis-3443 80 28 strutturale strutturale PROPN fis-3443 80 29 , , PUNCT fis-3443 80 30 61 61 NUM fis-3443 80 31 ( ( PUNCT fis-3443 80 32 2022 2022 NUM fis-3443 80 33 ) ) PUNCT fis-3443 80 34 294 294 NUM fis-3443 80 35 - - SYM fis-3443 80 36 307 307 NUM fis-3443 80 37 ; ; PUNCT fis-3443 80 38 doi doi NOUN fis-3443 80 39 : : PUNCT fis-3443 80 40 10.3221 10.3221 NUM fis-3443 80 41 / / SYM fis-3443 80 42 igf igf PROPN fis-3443 80 43 - - PUNCT fis-3443 80 44 esis.61.20 esis.61.20 PROPN fis-3443 80 45     SPACE fis-3443 80 46 297 297 NUM fis-3443 80 47 the the DET fis-3443 80 48 bond bond NOUN fis-3443 80 49 strength strength NOUN fis-3443 80 50 between between ADP fis-3443 80 51 gfrp gfrp PROPN fis-3443 80 52 bars bar NOUN fis-3443 80 53 and and CCONJ fis-3443 80 54 the the DET fis-3443 80 55 surrounding surround VERB fis-3443 80 56 concrete concrete NOUN fis-3443 80 57 . . PUNCT fis-3443 81 1 the the DET fis-3443 81 2 bonding bonding NOUN fis-3443 81 3 response response NOUN fis-3443 81 4 was be AUX fis-3443 81 5 dependent dependent ADJ fis-3443 81 6 completely completely ADV fis-3443 81 7 on on ADP fis-3443 81 8 the the DET fis-3443 81 9 normal normal ADJ fis-3443 81 10 surface surface NOUN fis-3443 81 11 of of ADP fis-3443 81 12 bars bar NOUN fis-3443 81 13 as as SCONJ fis-3443 81 14 resulted result VERB fis-3443 81 15 from from ADP fis-3443 81 16 initial initial ADJ fis-3443 81 17 fabrication fabrication NOUN fis-3443 81 18 . . PUNCT fis-3443 82 1 a a PRON fis-3443 82 2 ) ) PUNCT fis-3443 82 3 the the DET fis-3443 82 4 device device NOUN fis-3443 82 5 for for ADP fis-3443 82 6 fabricating fabricate VERB fis-3443 82 7 gfrp gfrp PROPN fis-3443 82 8 bars bar NOUN fis-3443 82 9 b b NOUN fis-3443 82 10 ) ) PUNCT fis-3443 82 11 continuous continuous ADJ fis-3443 82 12 fibers fiber NOUN fis-3443 82 13 are be AUX fis-3443 82 14 tensioned tensione VERB fis-3443 82 15 between between ADP fis-3443 82 16 2 2 NUM fis-3443 82 17 hooks hook NOUN fis-3443 82 18 . . PUNCT fis-3443 83 1 c c X fis-3443 83 2 ) ) PUNCT fis-3443 83 3 saturating saturate VERB fis-3443 83 4 the the DET fis-3443 83 5 fibers fiber NOUN fis-3443 83 6 with with ADP fis-3443 83 7 the the DET fis-3443 83 8 resin resin NOUN fis-3443 83 9 . . PUNCT fis-3443 84 1 d d X fis-3443 84 2 ) ) PUNCT fis-3443 84 3 pulling pull VERB fis-3443 84 4 out out ADP fis-3443 84 5 and and CCONJ fis-3443 84 6 twisting twist VERB fis-3443 84 7 the the DET fis-3443 84 8 fibers fiber NOUN fis-3443 84 9 to to PART fis-3443 84 10 squeeze squeeze VERB fis-3443 84 11 out out ADP fis-3443 84 12 the the DET fis-3443 84 13 excessive excessive ADJ fis-3443 84 14 amount amount NOUN fis-3443 84 15 of of ADP fis-3443 84 16 the the DET fis-3443 84 17 resin resin NOUN fis-3443 84 18 . . PUNCT fis-3443 85 1 figure figure NOUN fis-3443 85 2 1 1 NUM fis-3443 85 3 : : PUNCT fis-3443 85 4 fabrication fabrication NOUN fis-3443 85 5 processes process NOUN fis-3443 85 6 of of ADP fis-3443 85 7 gfrp gfrp PROPN fis-3443 85 8 bars bar NOUN fis-3443 85 9 . . PUNCT fis-3443 86 1 properties property NOUN fis-3443 86 2 of of ADP fis-3443 86 3 concrete concrete NOUN fis-3443 86 4 with with ADP fis-3443 86 5 and and CCONJ fis-3443 86 6 without without ADP fis-3443 86 7 rca rca NOUN fis-3443 86 8 in in ADP fis-3443 86 9 this this DET fis-3443 86 10 stage stage NOUN fis-3443 86 11 , , PUNCT fis-3443 86 12 a a DET fis-3443 86 13 natural natural ADJ fis-3443 86 14 crushed crush VERB fis-3443 86 15 stone stone NOUN fis-3443 86 16 ( ( PUNCT fis-3443 86 17 dolomite dolomite NOUN fis-3443 86 18 ) ) PUNCT fis-3443 86 19 was be AUX fis-3443 86 20 used use VERB fis-3443 86 21 as as ADP fis-3443 86 22 a a DET fis-3443 86 23 coarse coarse ADJ fis-3443 86 24 aggregate aggregate NOUN fis-3443 86 25 , , PUNCT fis-3443 86 26 which which PRON fis-3443 86 27 is be AUX fis-3443 86 28 common common ADJ fis-3443 86 29 and and CCONJ fis-3443 86 30 available available ADJ fis-3443 86 31 in in ADP fis-3443 86 32 egypt egypt PROPN fis-3443 86 33 . . PUNCT fis-3443 87 1 dolomite dolomite PROPN fis-3443 87 2 had have VERB fis-3443 87 3 a a DET fis-3443 87 4 specific specific ADJ fis-3443 87 5 weight weight NOUN fis-3443 87 6 of of ADP fis-3443 87 7 2.61 2.61 NUM fis-3443 87 8 , , PUNCT fis-3443 87 9 a a DET fis-3443 87 10 bulk bulk ADJ fis-3443 87 11 density density NOUN fis-3443 87 12 of of ADP fis-3443 87 13 1.65 1.65 NUM fis-3443 87 14 t t PROPN fis-3443 87 15 / / SYM fis-3443 87 16 m3 m3 PROPN fis-3443 87 17 , , PUNCT fis-3443 87 18 water water NOUN fis-3443 87 19 absorption absorption NOUN fis-3443 87 20 , , PUNCT fis-3443 87 21 and and CCONJ fis-3443 87 22 2.05 2.05 NUM fis-3443 87 23 % % NOUN fis-3443 87 24 . . PUNCT fis-3443 88 1 fine fine ADJ fis-3443 88 2 aggregate aggregate ADJ fis-3443 88 3 ( ( PUNCT fis-3443 88 4 sand sand NOUN fis-3443 88 5 ) ) PUNCT fis-3443 88 6 had have VERB fis-3443 88 7 a a DET fis-3443 88 8 specific specific ADJ fis-3443 88 9 weight weight NOUN fis-3443 88 10 of of ADP fis-3443 88 11 2.36 2.36 NUM fis-3443 88 12 and and CCONJ fis-3443 88 13 bulk bulk ADJ fis-3443 88 14 density density NOUN fis-3443 88 15 of of ADP fis-3443 88 16 1.7 1.7 NUM fis-3443 88 17 t t PROPN fis-3443 88 18 / / SYM fis-3443 88 19 m3 m3 PROPN fis-3443 88 20 . . PUNCT fis-3443 89 1 recycled recycle VERB fis-3443 89 2 coarse coarse ADJ fis-3443 89 3 aggregate aggregate NOUN fis-3443 89 4 had have VERB fis-3443 89 5 a a DET fis-3443 89 6 specific specific ADJ fis-3443 89 7 weight weight NOUN fis-3443 89 8 of of ADP fis-3443 89 9 2.41 2.41 NUM fis-3443 89 10 , , PUNCT fis-3443 89 11 bulk bulk ADJ fis-3443 89 12 density density NOUN fis-3443 89 13 of of ADP fis-3443 89 14 1.74 1.74 NUM fis-3443 89 15 t t PROPN fis-3443 89 16 / / SYM fis-3443 89 17 m3 m3 PROPN fis-3443 89 18 , , PUNCT fis-3443 89 19 and and CCONJ fis-3443 89 20 water water NOUN fis-3443 89 21 absorption absorption NOUN fis-3443 89 22 of of ADP fis-3443 89 23 5.51 5.51 NUM fis-3443 89 24 % % NOUN fis-3443 89 25 . . PUNCT fis-3443 90 1 the the DET fis-3443 90 2 cement cement NOUN fis-3443 90 3 used use VERB fis-3443 90 4 was be AUX fis-3443 90 5 cemi42.5n cemi42.5n NOUN fis-3443 90 6 . . PUNCT fis-3443 91 1 for for ADP fis-3443 91 2 both both CCONJ fis-3443 91 3 recycled recycle VERB fis-3443 91 4 and and CCONJ fis-3443 91 5 new new ADJ fis-3443 91 6 concretes concrete NOUN fis-3443 91 7 , , PUNCT fis-3443 91 8 the the DET fis-3443 91 9 compressive compressive ADJ fis-3443 91 10 strength strength NOUN fis-3443 91 11 in in ADP fis-3443 91 12 7 7 NUM fis-3443 91 13 days day NOUN fis-3443 91 14 and and CCONJ fis-3443 91 15 28 28 NUM fis-3443 91 16 days day NOUN fis-3443 91 17 and and CCONJ fis-3443 91 18 indirect indirect ADJ fis-3443 91 19 tensile tensile NOUN fis-3443 91 20 strength strength NOUN fis-3443 91 21 in in ADP fis-3443 91 22 28 28 NUM fis-3443 91 23 days day NOUN fis-3443 91 24 was be AUX fis-3443 91 25 determined determine VERB fis-3443 91 26 . . PUNCT fis-3443 92 1 the the DET fis-3443 92 2 tests test NOUN fis-3443 92 3 were be AUX fis-3443 92 4 made make VERB fis-3443 92 5 according accord VERB fis-3443 92 6 to to ADP fis-3443 92 7 astm astm PROPN fis-3443 92 8 c469 c469 PROPN fis-3443 92 9 - - SYM fis-3443 92 10 96 96 NUM fis-3443 93 1 [ [ X fis-3443 93 2 29 29 NUM fis-3443 93 3 ] ] PUNCT fis-3443 93 4 and and CCONJ fis-3443 93 5 astm astm PROPN fis-3443 93 6 c469 c469 PROPN fis-3443 93 7 - - SYM fis-3443 93 8 94 94 NUM fis-3443 94 1 [ [ X fis-3443 94 2 30 30 NUM fis-3443 94 3 ] ] PUNCT fis-3443 94 4 , , PUNCT fis-3443 94 5 respectively respectively ADV fis-3443 94 6 . . PUNCT fis-3443 95 1 the the DET fis-3443 95 2 mix mix NOUN fis-3443 95 3 design design NOUN fis-3443 95 4 of of ADP fis-3443 95 5 new new ADJ fis-3443 95 6 and and CCONJ fis-3443 95 7 recycled recycled ADJ fis-3443 95 8 concrete concrete NOUN fis-3443 95 9 was be AUX fis-3443 95 10 summarized summarize VERB fis-3443 95 11 in in ADP fis-3443 95 12 table table NOUN fis-3443 95 13 3 3 NUM fis-3443 95 14 . . PUNCT fis-3443 96 1 type type NOUN fis-3443 96 2 of of ADP fis-3443 96 3 concrete concrete ADJ fis-3443 96 4 cement cement NOUN fis-3443 96 5 ( ( PUNCT fis-3443 96 6 kg kg NOUN fis-3443 96 7 ) ) PUNCT fis-3443 96 8 natural natural ADJ fis-3443 96 9 coarse coarse NOUN fis-3443 96 10 agg agg PROPN fis-3443 96 11 . . PUNCT fis-3443 97 1 ( ( PUNCT fis-3443 97 2 kg kg INTJ fis-3443 97 3 ) ) PUNCT fis-3443 97 4 recycled recycle VERB fis-3443 97 5 coarse coarse PROPN fis-3443 97 6 agg agg PROPN fis-3443 97 7 . . PUNCT fis-3443 98 1 ( ( PUNCT fis-3443 98 2 kg kg X fis-3443 98 3 ) ) PUNCT fis-3443 98 4 fine fine ADJ fis-3443 98 5 agg agg PROPN fis-3443 98 6 ( ( PUNCT fis-3443 98 7 kg kg PROPN fis-3443 98 8 ) ) PUNCT fis-3443 98 9 w w PROPN fis-3443 98 10 / / SYM fis-3443 98 11 c c NOUN fis-3443 98 12 new new PROPN fis-3443 98 13 concrete concrete NOUN fis-3443 98 14 416.7 416.7 NUM fis-3443 98 15 992 992 NUM fis-3443 98 16 0 0 NUM fis-3443 98 17 724.5 724.5 NUM fis-3443 98 18 0.48 0.48 NUM fis-3443 98 19 recycled recycle VERB fis-3443 98 20 concrete concrete NOUN fis-3443 98 21 416.7 416.7 NUM fis-3443 98 22 496 496 NUM fis-3443 98 23 496 496 NUM fis-3443 98 24 724.5 724.5 NUM fis-3443 98 25 0.48 0.48 NUM fis-3443 98 26 table table NOUN fis-3443 98 27 3 3 NUM fis-3443 98 28 : : PUNCT fis-3443 98 29 mix mix VERB fis-3443 98 30 design design NOUN fis-3443 98 31 of of ADP fis-3443 98 32 new new ADJ fis-3443 98 33 and and CCONJ fis-3443 98 34 recycled recycled ADJ fis-3443 98 35 concrete concrete NOUN fis-3443 98 36 . . PUNCT fis-3443 99 1 preparation preparation NOUN fis-3443 99 2 of of ADP fis-3443 99 3 beams beam NOUN fis-3443 99 4 in in ADP fis-3443 99 5 this this DET fis-3443 99 6 stage stage NOUN fis-3443 99 7 , , PUNCT fis-3443 99 8 gfrp gfrp PROPN fis-3443 99 9 rc rc PROPN fis-3443 99 10 beams beam NOUN fis-3443 99 11 and and CCONJ fis-3443 99 12 steel steel NOUN fis-3443 99 13 rc rc PROPN fis-3443 99 14 beams beam NOUN fis-3443 99 15 with with ADP fis-3443 99 16 and and CCONJ fis-3443 99 17 without without ADP fis-3443 99 18 rca rca PROPN fis-3443 99 19 were be AUX fis-3443 99 20 prepared prepare VERB fis-3443 99 21 . . PUNCT fis-3443 100 1 a a DET fis-3443 100 2 three three NUM fis-3443 100 3 - - PUNCT fis-3443 100 4 point point NOUN fis-3443 100 5 bend bend NOUN fis-3443 100 6 test test NOUN fis-3443 100 7 was be AUX fis-3443 100 8 adopted adopt VERB fis-3443 100 9 to to PART fis-3443 100 10 determine determine VERB fis-3443 100 11 the the DET fis-3443 100 12 first first ADJ fis-3443 100 13 crack crack NOUN fis-3443 100 14 , , PUNCT fis-3443 100 15 deflection deflection NOUN fis-3443 100 16 , , PUNCT fis-3443 100 17 load load NOUN fis-3443 100 18 carrying carry VERB fis-3443 100 19 capacity capacity NOUN fis-3443 100 20 , , PUNCT fis-3443 100 21 and and CCONJ fis-3443 100 22 failure failure NOUN fis-3443 100 23 mode mode NOUN fis-3443 100 24 of of ADP fis-3443 100 25 rc rc PROPN fis-3443 100 26 beams beam NOUN fis-3443 100 27 as as ADP fis-3443 100 28 a a DET fis-3443 100 29 function function NOUN fis-3443 100 30 of of ADP fis-3443 100 31 reinforcement reinforcement NOUN fis-3443 100 32 type type NOUN fis-3443 100 33 ( ( PUNCT fis-3443 100 34 gfrp gfrp NOUN fis-3443 100 35 and and CCONJ fis-3443 100 36 steel steel NOUN fis-3443 100 37 rods rod NOUN fis-3443 100 38 ) ) PUNCT fis-3443 100 39 and and CCONJ fis-3443 100 40 matrix matrix NOUN fis-3443 100 41 type type NOUN fis-3443 100 42 ( ( PUNCT fis-3443 100 43 concrete concrete NOUN fis-3443 100 44 with with ADP fis-3443 100 45 and and CCONJ fis-3443 100 46 without without ADP fis-3443 100 47 rca rca PROPN fis-3443 100 48 ) ) PUNCT fis-3443 100 49 . . PUNCT fis-3443 101 1 the the DET fis-3443 101 2 twelve twelve NUM fis-3443 101 3 beams beam NOUN fis-3443 101 4 were be AUX fis-3443 101 5 categorized categorize VERB fis-3443 101 6 into into ADP fis-3443 101 7 three three NUM fis-3443 101 8 series serie NOUN fis-3443 101 9 ; ; PUNCT fis-3443 101 10 each each DET fis-3443 101 11 series series NOUN fis-3443 101 12 was be AUX fis-3443 101 13 composed compose VERB fis-3443 101 14 of of ADP fis-3443 101 15 four four NUM fis-3443 101 16 beams beam NOUN fis-3443 101 17 with with ADP fis-3443 101 18 identical identical ADJ fis-3443 101 19 reinforcement reinforcement NOUN fis-3443 101 20 areas area NOUN fis-3443 101 21 but but CCONJ fis-3443 101 22 different different ADJ fis-3443 101 23 types type NOUN fis-3443 101 24 of of ADP fis-3443 101 25 reinforcement reinforcement NOUN fis-3443 101 26 ( ( PUNCT fis-3443 101 27 gfrp gfrp NOUN fis-3443 101 28 and and CCONJ fis-3443 101 29 steel steel NOUN fis-3443 101 30 rods rod NOUN fis-3443 101 31 ) ) PUNCT fis-3443 101 32 and and CCONJ fis-3443 101 33 different different ADJ fis-3443 101 34 types type NOUN fis-3443 101 35 of of ADP fis-3443 101 36 concrete concrete NOUN fis-3443 101 37 ( ( PUNCT fis-3443 101 38 with with ADP fis-3443 101 39 and and CCONJ fis-3443 101 40 without without ADP fis-3443 101 41 rca rca PROPN fis-3443 101 42 ) ) PUNCT fis-3443 101 43 . . PUNCT fis-3443 102 1 in in ADP fis-3443 102 2 the the DET fis-3443 102 3 first first ADJ fis-3443 102 4 series series NOUN fis-3443 102 5 , , PUNCT fis-3443 102 6 r. r. PROPN fis-3443 102 7 elsadany elsadany PROPN fis-3443 102 8 et et PROPN fis-3443 102 9 alii alii PROPN fis-3443 102 10 , , PUNCT fis-3443 102 11 frattura frattura PROPN fis-3443 102 12 ed ed PROPN fis-3443 102 13 integrità integrità PROPN fis-3443 102 14 strutturale strutturale PROPN fis-3443 102 15 , , PUNCT fis-3443 102 16 61 61 NUM fis-3443 102 17 ( ( PUNCT fis-3443 102 18 2022 2022 NUM fis-3443 102 19 ) ) PUNCT fis-3443 102 20 294 294 NUM fis-3443 102 21 - - SYM fis-3443 102 22 307 307 NUM fis-3443 102 23 ; ; PUNCT fis-3443 102 24 doi doi NOUN fis-3443 102 25 : : PUNCT fis-3443 102 26 10.3221 10.3221 NUM fis-3443 102 27 / / SYM fis-3443 102 28 igf igf PROPN fis-3443 102 29 - - PUNCT fis-3443 102 30 esis.61.20 esis.61.20 PROPN fis-3443 102 31                                                                                                                 SPACE fis-3443 102 32 298 298 NUM fis-3443 102 33 tensile tensile NOUN fis-3443 102 34 reinforcement reinforcement NOUN fis-3443 102 35 was be AUX fis-3443 102 36 2ф16 2ф16 NUM fis-3443 102 37 mm mm NOUN fis-3443 102 38 , , PUNCT fis-3443 102 39 while while SCONJ fis-3443 102 40 top top ADJ fis-3443 102 41 reinforcement reinforcement NOUN fis-3443 102 42 was be AUX fis-3443 102 43 2ф10 2ф10 NUM fis-3443 102 44 mm mm INTJ fis-3443 102 45 . . PUNCT fis-3443 103 1 in in ADP fis-3443 103 2 the the DET fis-3443 103 3 second second ADJ fis-3443 103 4 series series NOUN fis-3443 103 5 , , PUNCT fis-3443 103 6 tensile tensile NOUN fis-3443 103 7 reinforcement reinforcement NOUN fis-3443 103 8 was be AUX fis-3443 103 9 4ф16 4ф16 NUM fis-3443 103 10 mm mm PROPN fis-3443 103 11 , , PUNCT fis-3443 103 12 while while SCONJ fis-3443 103 13 top top ADJ fis-3443 103 14 reinforcement reinforcement NOUN fis-3443 103 15 was be AUX fis-3443 103 16 2ф12 2ф12 ADJ fis-3443 103 17 mm mm INTJ fis-3443 103 18 . . PUNCT fis-3443 104 1 in in ADP fis-3443 104 2 the the DET fis-3443 104 3 third third ADJ fis-3443 104 4 series series NOUN fis-3443 104 5 , , PUNCT fis-3443 104 6 tensile tensile NOUN fis-3443 104 7 reinforcement reinforcement NOUN fis-3443 104 8 was be AUX fis-3443 104 9 6ф16 6ф16 NOUN fis-3443 104 10 mm mm INTJ fis-3443 104 11 , , PUNCT fis-3443 104 12 while while SCONJ fis-3443 104 13 top top ADJ fis-3443 104 14 reinforcement reinforcement NOUN fis-3443 104 15 was be AUX fis-3443 104 16 3ф12 3ф12 NUM fis-3443 104 17 mm mm NOUN fis-3443 104 18 . . PUNCT fis-3443 105 1 all all DET fis-3443 105 2 beams beam NOUN fis-3443 105 3 had have VERB fis-3443 105 4 2200 2200 NUM fis-3443 105 5 mm mm NOUN fis-3443 105 6 long long ADV fis-3443 105 7 provided provide VERB fis-3443 105 8 with with ADP fis-3443 105 9 f8 f8 PROPN fis-3443 105 10 mm mm PROPN fis-3443 105 11 steel steel NOUN fis-3443 105 12 stirrups stirrup NOUN fis-3443 105 13 at at ADP fis-3443 105 14 167 167 NUM fis-3443 105 15 mm mm PROPN fis-3443 105 16 center center NOUN fis-3443 105 17 to to AUX fis-3443 105 18 center center VERB fis-3443 105 19 ( ( PUNCT fis-3443 105 20 6ф8 6ф8 NUM fis-3443 105 21 / / SYM fis-3443 105 22 m m NOUN fis-3443 105 23 ) ) PUNCT fis-3443 105 24 , , PUNCT fis-3443 105 25 2000 2000 NUM fis-3443 105 26 mm mm NUM fis-3443 105 27 span span NOUN fis-3443 105 28 , , PUNCT fis-3443 105 29 240 240 NUM fis-3443 105 30 mm mm NOUN fis-3443 105 31 depth depth NOUN fis-3443 105 32 , , PUNCT fis-3443 105 33 and and CCONJ fis-3443 105 34 150 150 NUM fis-3443 105 35 mm mm NOUN fis-3443 105 36 width width NOUN fis-3443 105 37 . . PUNCT fis-3443 106 1 the the DET fis-3443 106 2 experimental experimental ADJ fis-3443 106 3 setup setup NOUN fis-3443 106 4 , , PUNCT fis-3443 106 5 instrumentation instrumentation NOUN fis-3443 106 6 , , PUNCT fis-3443 106 7 and and CCONJ fis-3443 106 8 details detail NOUN fis-3443 106 9 of of ADP fis-3443 106 10 the the DET fis-3443 106 11 test test NOUN fis-3443 106 12 beams beam NOUN fis-3443 106 13 are be AUX fis-3443 106 14 shown show VERB fis-3443 106 15 in in ADP fis-3443 106 16 fig fig NOUN fis-3443 106 17 . . PUNCT fis-3443 107 1 2 2 X fis-3443 107 2 . . X fis-3443 107 3 details detail NOUN fis-3443 107 4 of of ADP fis-3443 107 5 reinforcements reinforcement NOUN fis-3443 107 6 of of ADP fis-3443 107 7 all all DET fis-3443 107 8 beams beam NOUN fis-3443 107 9 are be AUX fis-3443 107 10 listed list VERB fis-3443 107 11 in in ADP fis-3443 107 12 table table NOUN fis-3443 107 13 4 4 NUM fis-3443 107 14 . . PUNCT fis-3443 108 1 ( ( PUNCT fis-3443 108 2 a a X fis-3443 108 3 ) ) PUNCT fis-3443 108 4 the the DET fis-3443 108 5 test test NOUN fis-3443 108 6 set set VERB fis-3443 108 7 up up ADP fis-3443 108 8 and and CCONJ fis-3443 108 9 instrumentation instrumentation NOUN fis-3443 108 10 of of ADP fis-3443 108 11 beams beam NOUN fis-3443 108 12 ( ( PUNCT fis-3443 108 13 b b NOUN fis-3443 108 14 ) ) PUNCT fis-3443 108 15 ( ( PUNCT fis-3443 108 16 c c X fis-3443 108 17 ) ) PUNCT fis-3443 108 18 details detail NOUN fis-3443 108 19 of of ADP fis-3443 108 20 beams beam NOUN fis-3443 108 21 figure figure NOUN fis-3443 108 22 2 2 NUM fis-3443 108 23 : : PUNCT fis-3443 108 24 the the DET fis-3443 108 25 test test NOUN fis-3443 108 26 setup setup NOUN fis-3443 108 27 , , PUNCT fis-3443 108 28 instrumentation instrumentation NOUN fis-3443 108 29 , , PUNCT fis-3443 108 30 and and CCONJ fis-3443 108 31 details detail NOUN fis-3443 108 32 of of ADP fis-3443 108 33 beams beam NOUN fis-3443 108 34 table table NOUN fis-3443 108 35 4 4 NUM fis-3443 108 36 : : PUNCT fis-3443 108 37 details detail NOUN fis-3443 108 38 of of ADP fis-3443 108 39 reinforced reinforce VERB fis-3443 108 40 concrete concrete ADJ fis-3443 108 41 beams beam NOUN fis-3443 108 42 ( ( PUNCT fis-3443 108 43 * * PUNCT fis-3443 108 44 identification identification NOUN fis-3443 108 45 codes code NOUN fis-3443 108 46 : : PUNCT fis-3443 108 47 b b X fis-3443 108 48 : : PUNCT fis-3443 108 49 beam beam NOUN fis-3443 108 50 ; ; PUNCT fis-3443 108 51 n n CCONJ fis-3443 108 52 : : PUNCT fis-3443 108 53 new new ADJ fis-3443 108 54 concrete concrete NOUN fis-3443 108 55 ; ; PUNCT fis-3443 108 56 r r NOUN fis-3443 108 57 : : PUNCT fis-3443 108 58 recycled recycle VERB fis-3443 108 59 concrete concrete NOUN fis-3443 108 60 ; ; PUNCT fis-3443 108 61 g g NOUN fis-3443 108 62 : : PUNCT fis-3443 108 63 gfrp gfrp PROPN fis-3443 108 64 bars bar NOUN fis-3443 108 65 ; ; PUNCT fis-3443 108 66 s s X fis-3443 108 67 : : PUNCT fis-3443 108 68 steel steel NOUN fis-3443 108 69 bars bar NOUN fis-3443 108 70 ; ; PUNCT fis-3443 108 71 1 1 NUM fis-3443 108 72 , , PUNCT fis-3443 108 73 2 2 NUM fis-3443 108 74 , , PUNCT fis-3443 108 75 and and CCONJ fis-3443 108 76 3 3 NUM fis-3443 108 77 : : PUNCT fis-3443 108 78 series series NOUN fis-3443 108 79 number number NOUN fis-3443 108 80 ) ) PUNCT fis-3443 108 81 . . PUNCT fis-3443 109 1 beams beam NOUN fis-3443 109 2 * * PUNCT fis-3443 109 3 bottom bottom ADJ fis-3443 109 4 ( ( PUNCT fis-3443 109 5 tensile tensile NOUN fis-3443 109 6 ) ) PUNCT fis-3443 109 7 reinforcement reinforcement NOUN fis-3443 109 8 top top NOUN fis-3443 109 9 ( ( PUNCT fis-3443 109 10 compression compression NOUN fis-3443 109 11 ) ) PUNCT fis-3443 109 12 reinforcement reinforcement NOUN fis-3443 109 13 bng1 bng1 NOUN fis-3443 109 14 2 2 NUM fis-3443 109 15 gfrp gfrp NOUN fis-3443 109 16 rods rod NOUN fis-3443 109 17 16 16 VERB fis-3443 109 18 2 2 NUM fis-3443 109 19 gfrp gfrp NOUN fis-3443 109 20 rods rod VERB fis-3443 109 21   NOUN fis-3443 109 22 10 10 NUM fis-3443 109 23 brg1 brg1 PROPN fis-3443 109 24 bns1 bns1 NOUN fis-3443 109 25 2 2 NUM fis-3443 109 26 steel steel NOUN fis-3443 109 27 rods rod NOUN fis-3443 109 28 16 16 VERB fis-3443 109 29 2 2 NUM fis-3443 109 30 steel steel NOUN fis-3443 109 31 rods rod NOUN fis-3443 109 32   NOUN fis-3443 109 33 10 10 NUM fis-3443 109 34 brs1 brs1 NOUN fis-3443 109 35 bng2 bng2 ADJ fis-3443 109 36 4 4 NUM fis-3443 109 37 gfrp gfrp NOUN fis-3443 109 38 rods rod VERB fis-3443 109 39   NOUN fis-3443 109 40 16 16 NUM fis-3443 109 41 2 2 NUM fis-3443 109 42 gfrp gfrp NOUN fis-3443 109 43 rods rod VERB fis-3443 109 44   NOUN fis-3443 109 45 12 12 NUM fis-3443 109 46 brg2 brg2 NOUN fis-3443 109 47 bns2 bns2 NOUN fis-3443 109 48 4 4 NUM fis-3443 109 49 steel steel NOUN fis-3443 109 50 rods rod NOUN fis-3443 109 51   NOUN fis-3443 109 52 16 16 NUM fis-3443 109 53 2 2 NUM fis-3443 109 54 steel steel NOUN fis-3443 109 55 rods rod NOUN fis-3443 109 56   NOUN fis-3443 109 57 12 12 NUM fis-3443 109 58 brs2 brs2 NOUN fis-3443 109 59 bng3 bng3 PROPN fis-3443 109 60 6 6 NUM fis-3443 109 61 gfrp gfrp PROPN fis-3443 109 62 rods rod VERB fis-3443 109 63   NOUN fis-3443 109 64 16 16 NUM fis-3443 109 65 3 3 NUM fis-3443 109 66 gfrp gfrp NOUN fis-3443 109 67 rods rod VERB fis-3443 109 68   NOUN fis-3443 109 69 12 12 NUM fis-3443 109 70 brg3 brg3 NOUN fis-3443 109 71 bns3 bns3 NOUN fis-3443 109 72 6 6 NUM fis-3443 109 73 steel steel NOUN fis-3443 109 74 rods rod NOUN fis-3443 109 75 16 16 VERB fis-3443 109 76 3 3 NUM fis-3443 109 77 steel steel NOUN fis-3443 109 78 rods rod NOUN fis-3443 109 79   NOUN fis-3443 109 80 12 12 NUM fis-3443 109 81 brs3 brs3 NOUN fis-3443 109 82 4 4 NUM fis-3443 109 83 beams beam NOUN fis-3443 109 84 - - PUNCT fis-3443 109 85 series1 series1 NOUN fis-3443 109 86 4 4 NUM fis-3443 109 87 beams beam NOUN fis-3443 109 88 - - PUNCT fis-3443 109 89 series2 series2 VERB fis-3443 109 90 4 4 NUM fis-3443 109 91 beams beam NOUN fis-3443 109 92 - - PUNCT fis-3443 109 93 series3 series3 NOUN fis-3443 109 94 24 24 NUM fis-3443 109 95 0 0 NUM fis-3443 109 96 m m VERB fis-3443 109 97 m m VERB fis-3443 109 98 150 150 NUM fis-3443 109 99 mm mm NUM fis-3443 109 100 24 24 NUM fis-3443 109 101 0 0 NUM fis-3443 109 102 m m VERB fis-3443 109 103 m m VERB fis-3443 109 104 150 150 NUM fis-3443 109 105 mm mm NUM fis-3443 109 106 24 24 NUM fis-3443 109 107 0 0 NUM fis-3443 109 108 m m VERB fis-3443 109 109 m m VERB fis-3443 109 110 150 150 NUM fis-3443 109 111 mm mm NUM fis-3443 109 112 25 25 NUM fis-3443 109 113 mm mm NOUN fis-3443 109 114 2200 2200 NUM fis-3443 109 115 mm mm NOUN fis-3443 109 116 24 24 NUM fis-3443 109 117 0 0 NUM fis-3443 109 118 2000 2000 NUM fis-3443 109 119 mm mm NOUN fis-3443 109 120 100100 100100 NUM fis-3443 109 121 dial dial NOUN fis-3443 109 122 gauge gauge NOUN fis-3443 109 123 p p PROPN fis-3443 109 124 r. r. PROPN fis-3443 109 125 elsadany elsadany PROPN fis-3443 109 126 et et PROPN fis-3443 109 127 alii alii PROPN fis-3443 109 128 , , PUNCT fis-3443 109 129 frattura frattura PROPN fis-3443 109 130 ed ed PROPN fis-3443 109 131 integrità integrità PROPN fis-3443 109 132 strutturale strutturale PROPN fis-3443 109 133 , , PUNCT fis-3443 109 134 61 61 NUM fis-3443 109 135 ( ( PUNCT fis-3443 109 136 2022 2022 NUM fis-3443 109 137 ) ) PUNCT fis-3443 109 138 294 294 NUM fis-3443 109 139 - - SYM fis-3443 109 140 307 307 NUM fis-3443 109 141 ; ; PUNCT fis-3443 109 142 doi doi NOUN fis-3443 109 143 : : PUNCT fis-3443 109 144 10.3221 10.3221 NUM fis-3443 109 145 / / SYM fis-3443 109 146 igf igf PROPN fis-3443 109 147 - - PUNCT fis-3443 109 148 esis.61.20 esis.61.20 PROPN fis-3443 109 149     SPACE fis-3443 109 150 299 299 NUM fis-3443 109 151 mechanical mechanical ADJ fis-3443 109 152 properties property NOUN fis-3443 109 153 of of ADP fis-3443 109 154 reinforcements reinforcement NOUN fis-3443 109 155 and and CCONJ fis-3443 109 156 concretes concrete NOUN fis-3443 109 157 three three NUM fis-3443 109 158 samples sample NOUN fis-3443 109 159 from from ADP fis-3443 109 160 each each DET fis-3443 109 161 nominal nominal ADJ fis-3443 109 162 diameter diameter NOUN fis-3443 109 163 ( ( PUNCT fis-3443 109 164 10 10 NUM fis-3443 109 165 , , PUNCT fis-3443 109 166 12 12 NUM fis-3443 109 167 , , PUNCT fis-3443 109 168 and and CCONJ fis-3443 109 169 16 16 NUM fis-3443 109 170 mm mm NOUN fis-3443 109 171 ) ) PUNCT fis-3443 109 172 were be AUX fis-3443 109 173 tested test VERB fis-3443 109 174 to to PART fis-3443 109 175 get get VERB fis-3443 109 176 its its PRON fis-3443 109 177 tensile tensile NOUN fis-3443 109 178 characteristics characteristic NOUN fis-3443 109 179 . . PUNCT fis-3443 110 1 the the DET fis-3443 110 2 mechanical mechanical ADJ fis-3443 110 3 properties property NOUN fis-3443 110 4 of of ADP fis-3443 110 5 steel steel NOUN fis-3443 110 6 bars bar NOUN fis-3443 110 7 are be AUX fis-3443 110 8 summarized summarize VERB fis-3443 110 9 in in ADP fis-3443 110 10 table table NOUN fis-3443 110 11 5 5 NUM fis-3443 110 12 . . PUNCT fis-3443 111 1 the the DET fis-3443 111 2 results result NOUN fis-3443 111 3 of of ADP fis-3443 111 4 tensile tensile NOUN fis-3443 111 5 and and CCONJ fis-3443 111 6 bond bond NOUN fis-3443 111 7 strength strength NOUN fis-3443 111 8 of of ADP fis-3443 111 9 gfrp gfrp PROPN fis-3443 111 10 bars bar NOUN fis-3443 111 11 are be AUX fis-3443 111 12 presented present VERB fis-3443 111 13 in in ADP fis-3443 111 14 table table NOUN fis-3443 111 15 6 6 NUM fis-3443 111 16 . . PUNCT fis-3443 112 1 as as SCONJ fis-3443 112 2 expected expect VERB fis-3443 112 3 , , PUNCT fis-3443 112 4 the the DET fis-3443 112 5 gfrp gfrp PROPN fis-3443 112 6 bars bar NOUN fis-3443 112 7 had have VERB fis-3443 112 8 a a DET fis-3443 112 9 typical typical ADJ fis-3443 112 10 linear linear ADJ fis-3443 112 11 behavior behavior NOUN fis-3443 112 12 up up ADP fis-3443 112 13 to to ADP fis-3443 112 14 failure failure NOUN fis-3443 112 15 , , PUNCT fis-3443 112 16 i.e. i.e. X fis-3443 112 17 , , PUNCT fis-3443 112 18 exhibited exhibit VERB fis-3443 112 19 brittle brittle ADJ fis-3443 112 20 failure failure NOUN fis-3443 112 21 , , PUNCT fis-3443 112 22 as as SCONJ fis-3443 112 23 shown show VERB fis-3443 112 24 in in ADP fis-3443 112 25 fig fig NOUN fis-3443 112 26 . . PUNCT fis-3443 113 1 3 3 X fis-3443 113 2 . . X fis-3443 113 3 for for ADP fis-3443 113 4 all all DET fis-3443 113 5 nominal nominal ADJ fis-3443 113 6 diameters diameter NOUN fis-3443 113 7 , , PUNCT fis-3443 113 8 the the DET fis-3443 113 9 ultimate ultimate ADJ fis-3443 113 10 tensile tensile NOUN fis-3443 113 11 strength strength NOUN fis-3443 113 12 ( ( PUNCT fis-3443 113 13 uts uts PROPN fis-3443 113 14 ) ) PUNCT fis-3443 113 15 of of ADP fis-3443 113 16 gfrp gfrp PROPN fis-3443 113 17 bars bar NOUN fis-3443 113 18 is be AUX fis-3443 113 19 higher high ADJ fis-3443 113 20 than than ADP fis-3443 113 21 those those PRON fis-3443 113 22 corresponding correspond VERB fis-3443 113 23 in in ADP fis-3443 113 24 steel steel NOUN fis-3443 113 25 bars bar NOUN fis-3443 113 26 , , PUNCT fis-3443 113 27 as as SCONJ fis-3443 113 28 shown show VERB fis-3443 113 29 in in ADP fis-3443 113 30 tables table NOUN fis-3443 113 31 5 5 NUM fis-3443 113 32 and and CCONJ fis-3443 113 33 6 6 NUM fis-3443 113 34 . . PUNCT fis-3443 114 1 steel steel NOUN fis-3443 114 2 bars bar NOUN fis-3443 114 3 nominal nominal PROPN fis-3443 114 4 diam diam PROPN fis-3443 114 5 . . PUNCT fis-3443 115 1 ( ( PUNCT fis-3443 115 2 mm mm X fis-3443 115 3 ) ) PUNCT fis-3443 115 4 10 10 NUM fis-3443 115 5 12 12 NUM fis-3443 115 6 16 16 NUM fis-3443 115 7 yield yield NOUN fis-3443 115 8 stress stress NOUN fis-3443 115 9 ( ( PUNCT fis-3443 115 10 mpa mpa PROPN fis-3443 115 11 ) ) PUNCT fis-3443 115 12 360 360 NUM fis-3443 115 13 430 430 NUM fis-3443 115 14 510 510 NUM fis-3443 115 15 uts ut NOUN fis-3443 115 16 ( ( PUNCT fis-3443 115 17 mpa mpa PROPN fis-3443 115 18 ) ) PUNCT fis-3443 115 19 415 415 NUM fis-3443 115 20 520 520 NUM fis-3443 115 21 600 600 NUM fis-3443 115 22 table table NOUN fis-3443 115 23 5 5 NUM fis-3443 115 24 : : PUNCT fis-3443 115 25 tensile tensile NOUN fis-3443 115 26 properties property NOUN fis-3443 115 27 of of ADP fis-3443 115 28 steel steel NOUN fis-3443 115 29 bars bar NOUN fis-3443 115 30 . . PUNCT fis-3443 116 1 0 0 NUM fis-3443 117 1 100 100 NUM fis-3443 117 2 200 200 NUM fis-3443 117 3 300 300 NUM fis-3443 117 4 400 400 NUM fis-3443 117 5 500 500 NUM fis-3443 117 6 600 600 NUM fis-3443 117 7 700 700 NUM fis-3443 117 8 0.000 0.000 NUM fis-3443 117 9 0.005 0.005 NUM fis-3443 117 10 0.010 0.010 NUM fis-3443 117 11 0.015 0.015 NUM fis-3443 117 12 0.020 0.020 NUM fis-3443 117 13 0.025 0.025 NUM fis-3443 117 14 0.030 0.030 NUM fis-3443 117 15 s s PART fis-3443 117 16 tr tr NOUN fis-3443 117 17 es es X fis-3443 117 18 s s X fis-3443 117 19 ( ( PUNCT fis-3443 117 20 m m PROPN fis-3443 117 21 p p NOUN fis-3443 117 22 a a DET fis-3443 117 23 ) ) PUNCT fis-3443 117 24 strain strain NOUN fis-3443 117 25 ( ( PUNCT fis-3443 117 26 mm mm NOUN fis-3443 117 27 / / SYM fis-3443 117 28 mm mm PROPN fis-3443 117 29 ) ) PUNCT fis-3443 117 30 sample sample NOUN fis-3443 117 31 ( ( PUNCT fis-3443 117 32 1 1 NUM fis-3443 117 33 ) ) PUNCT fis-3443 117 34 sample sample NOUN fis-3443 117 35 ( ( PUNCT fis-3443 117 36 2 2 NUM fis-3443 117 37 ) ) PUNCT fis-3443 117 38 sample sample NOUN fis-3443 117 39 ( ( PUNCT fis-3443 117 40 3 3 NUM fis-3443 117 41 ) ) PUNCT fis-3443 117 42 gfrp gfrp NOUN fis-3443 117 43     SPACE fis-3443 117 44 12 12 PROPN fis-3443 117 45     SPACE fis-3443 117 46 mm mm PROPN fis-3443 117 47 figure figure NOUN fis-3443 117 48 3 3 NUM fis-3443 117 49 : : PUNCT fis-3443 117 50 stress stress NOUN fis-3443 117 51 - - PUNCT fis-3443 117 52 strain strain NOUN fis-3443 117 53 curve curve NOUN fis-3443 117 54 of of ADP fis-3443 117 55 2 2 PROPN fis-3443 117 56 gfrp gfrp PROPN fis-3443 117 57 . . PUNCT fis-3443 118 1 nominal nominal ADJ fis-3443 118 2 / / SYM fis-3443 118 3 actual actual ADJ fis-3443 118 4 ave ave PROPN fis-3443 118 5 . . PUNCT fis-3443 119 1 diam diam PROPN fis-3443 119 2 . . PUNCT fis-3443 120 1 ( ( PUNCT fis-3443 120 2 mm mm X fis-3443 120 3 ) ) PUNCT fis-3443 120 4 average average ADJ fis-3443 120 5 tensile tensile NOUN fis-3443 120 6 strength strength NOUN fis-3443 120 7 ( ( PUNCT fis-3443 120 8 mpa)/ mpa)/ X fis-3443 120 9 ( ( PUNCT fis-3443 120 10 coefficient coefficient NOUN fis-3443 120 11 of of ADP fis-3443 120 12 variation variation NOUN fis-3443 120 13 ( ( PUNCT fis-3443 120 14 % % INTJ fis-3443 120 15 ) ) PUNCT fis-3443 120 16 average average ADJ fis-3443 120 17 bond bond NOUN fis-3443 120 18 strength strength NOUN fis-3443 120 19 ( ( PUNCT fis-3443 120 20 mpa)/ mpa)/ X fis-3443 120 21 ( ( PUNCT fis-3443 120 22 coefficient coefficient NOUN fis-3443 120 23 of of ADP fis-3443 120 24 variation variation NOUN fis-3443 120 25 ( ( PUNCT fis-3443 120 26 % % INTJ fis-3443 120 27 ) ) PUNCT fis-3443 121 1 10/10.23 10/10.23 NUM fis-3443 121 2 435.6 435.6 NUM fis-3443 121 3 / / SYM fis-3443 121 4 ( ( PUNCT fis-3443 121 5 5.1 5.1 NUM fis-3443 121 6 % % NOUN fis-3443 121 7 ) ) PUNCT fis-3443 121 8 7.0 7.0 NUM fis-3443 121 9 / / SYM fis-3443 121 10 ( ( PUNCT fis-3443 121 11 4.3 4.3 NUM fis-3443 121 12 % % NOUN fis-3443 121 13 ) ) PUNCT fis-3443 122 1 12/12.32 12/12.32 NUM fis-3443 122 2 597.3 597.3 NUM fis-3443 122 3 / / SYM fis-3443 122 4 ( ( PUNCT fis-3443 122 5 7.2 7.2 NUM fis-3443 122 6 % % NOUN fis-3443 122 7 ) ) PUNCT fis-3443 122 8 5.0 5.0 NUM fis-3443 122 9 / / SYM fis-3443 122 10 ( ( PUNCT fis-3443 122 11 9.2 9.2 NUM fis-3443 122 12 % % NOUN fis-3443 122 13 ) ) PUNCT fis-3443 123 1 16/16.5 16/16.5 NUM fis-3443 123 2 620.4 620.4 NUM fis-3443 123 3 / / SYM fis-3443 123 4 ( ( PUNCT fis-3443 123 5 7.6 7.6 NUM fis-3443 123 6 % % NOUN fis-3443 123 7 ) ) PUNCT fis-3443 123 8 3.1 3.1 NUM fis-3443 123 9 / / SYM fis-3443 123 10 ( ( PUNCT fis-3443 123 11 8.0 8.0 NUM fis-3443 123 12 % % NOUN fis-3443 123 13 ) ) PUNCT fis-3443 123 14 table table NOUN fis-3443 123 15 6 6 NUM fis-3443 123 16 : : PUNCT fis-3443 123 17 tensile tensile NOUN fis-3443 123 18 and and CCONJ fis-3443 123 19 bond bond NOUN fis-3443 123 20 strength strength NOUN fis-3443 123 21 of of ADP fis-3443 123 22 gfrp gfrp PROPN fis-3443 123 23 bars bar NOUN fis-3443 123 24 . . PUNCT fis-3443 124 1 fig fig NOUN fis-3443 124 2 . . PUNCT fis-3443 125 1 4 4 NUM fis-3443 125 2 shows show VERB fis-3443 125 3 new new ADJ fis-3443 125 4 and and CCONJ fis-3443 125 5 recycled recycled ADJ fis-3443 125 6 concrete concrete NOUN fis-3443 125 7 's 's PART fis-3443 125 8 compressive compressive ADJ fis-3443 125 9 and and CCONJ fis-3443 125 10 tensile tensile NOUN fis-3443 125 11 strengths strength NOUN fis-3443 125 12 at at ADP fis-3443 125 13 7 7 NUM fis-3443 125 14 and and CCONJ fis-3443 125 15 28 28 NUM fis-3443 125 16 days day NOUN fis-3443 125 17 . . PUNCT fis-3443 126 1 it it PRON fis-3443 126 2 is be AUX fis-3443 126 3 shown show VERB fis-3443 126 4 that that SCONJ fis-3443 126 5 the the DET fis-3443 126 6 compressive compressive ADJ fis-3443 126 7 strength strength NOUN fis-3443 126 8 of of ADP fis-3443 126 9 concrete concrete NOUN fis-3443 126 10 with with ADP fis-3443 126 11 rca rca PROPN fis-3443 126 12 was be AUX fis-3443 126 13 less less ADJ fis-3443 126 14 than than ADP fis-3443 126 15 those those PRON fis-3443 126 16 of of ADP fis-3443 126 17 concrete concrete NOUN fis-3443 126 18 without without ADP fis-3443 126 19 rca rca NOUN fis-3443 126 20 by by ADP fis-3443 126 21 28.8 28.8 NUM fis-3443 126 22 % % NOUN fis-3443 126 23 and and CCONJ fis-3443 126 24 13.3 13.3 NUM fis-3443 126 25 % % NOUN fis-3443 126 26 for for ADP fis-3443 126 27 7 7 NUM fis-3443 126 28 and and CCONJ fis-3443 126 29 28 28 NUM fis-3443 126 30 days day NOUN fis-3443 126 31 , , PUNCT fis-3443 126 32 respectively respectively ADV fis-3443 126 33 . . PUNCT fis-3443 127 1 furthermore furthermore ADV fis-3443 127 2 , , PUNCT fis-3443 127 3 it it PRON fis-3443 127 4 was be AUX fis-3443 127 5 found find VERB fis-3443 127 6 that that SCONJ fis-3443 127 7 the the DET fis-3443 127 8 28 28 NUM fis-3443 127 9 days day NOUN fis-3443 127 10 tensile tensile NOUN fis-3443 127 11 strength strength NOUN fis-3443 127 12 of of ADP fis-3443 127 13 concrete concrete NOUN fis-3443 127 14 with with ADP fis-3443 127 15 rca rca PROPN fis-3443 127 16 was be AUX fis-3443 127 17 less less ADJ fis-3443 127 18 than than ADP fis-3443 127 19 that that PRON fis-3443 127 20 of of ADP fis-3443 127 21 concrete concrete NOUN fis-3443 127 22 without without ADP fis-3443 127 23 rca rca NOUN fis-3443 127 24 by by ADP fis-3443 127 25 30 30 NUM fis-3443 127 26 % % NOUN fis-3443 127 27 . . PUNCT fis-3443 128 1 this this DET fis-3443 128 2 reduction reduction NOUN fis-3443 128 3 may may AUX fis-3443 128 4 be be AUX fis-3443 128 5 attributed attribute VERB fis-3443 128 6 to to ADP fis-3443 128 7 the the DET fis-3443 128 8 presence presence NOUN fis-3443 128 9 of of ADP fis-3443 128 10 the the DET fis-3443 128 11 cement cement NOUN fis-3443 128 12 paste paste NOUN fis-3443 128 13 or or CCONJ fis-3443 128 14 a a DET fis-3443 128 15 certain certain ADJ fis-3443 128 16 amount amount NOUN fis-3443 128 17 of of ADP fis-3443 128 18 mortar mortar NOUN fis-3443 128 19 surrounding surround VERB fis-3443 128 20 the the DET fis-3443 128 21 particles particle NOUN fis-3443 128 22 of of ADP fis-3443 128 23 rca rca PROPN fis-3443 128 24 . . PUNCT fis-3443 129 1 the the DET fis-3443 129 2 percentage percentage NOUN fis-3443 129 3 of of ADP fis-3443 129 4 water water NOUN fis-3443 129 5 absorption absorption NOUN fis-3443 129 6 of of ADP fis-3443 129 7 concrete concrete NOUN fis-3443 129 8 with with ADP fis-3443 129 9 rca rca PROPN fis-3443 129 10 was be AUX fis-3443 129 11 60 60 NUM fis-3443 129 12 % % NOUN fis-3443 129 13 higher high ADJ fis-3443 129 14 than than ADP fis-3443 129 15 that that PRON fis-3443 129 16 of of ADP fis-3443 129 17 concrete concrete NOUN fis-3443 129 18 without without ADP fis-3443 129 19 rca rca PROPN fis-3443 129 20 . . PUNCT fis-3443 130 1 this this PRON fis-3443 130 2 may may AUX fis-3443 130 3 be be AUX fis-3443 130 4 due due ADJ fis-3443 130 5 to to ADP fis-3443 130 6 the the DET fis-3443 130 7 attached attach VERB fis-3443 130 8 mortar mortar NOUN fis-3443 130 9 around around ADP fis-3443 130 10 the the DET fis-3443 130 11 rca rca PROPN fis-3443 130 12 particles particle NOUN fis-3443 130 13 . . PUNCT fis-3443 131 1 these these DET fis-3443 131 2 observations observation NOUN fis-3443 131 3 are be AUX fis-3443 131 4 in in ADP fis-3443 131 5 agreement agreement NOUN fis-3443 131 6 with with ADP fis-3443 131 7 the the DET fis-3443 131 8 results result NOUN fis-3443 131 9 obtained obtain VERB fis-3443 131 10 in in ADP fis-3443 131 11 the the DET fis-3443 131 12 literature literature NOUN fis-3443 131 13 [ [ X fis-3443 131 14 31 31 NUM fis-3443 131 15 ] ] PUNCT fis-3443 131 16 . . PUNCT fis-3443 132 1 structural structural ADJ fis-3443 132 2 behavior behavior NOUN fis-3443 132 3 of of ADP fis-3443 132 4 rc rc PROPN fis-3443 132 5 beams beam VERB fis-3443 132 6 the the DET fis-3443 132 7 experimental experimental ADJ fis-3443 132 8 results result NOUN fis-3443 132 9 of of ADP fis-3443 132 10 all all DET fis-3443 132 11 tested test VERB fis-3443 132 12 beams beam NOUN fis-3443 132 13 ( ( PUNCT fis-3443 132 14 first first ADJ fis-3443 132 15 crack crack NOUN fis-3443 132 16 , , PUNCT fis-3443 132 17 deflection deflection NOUN fis-3443 132 18 , , PUNCT fis-3443 132 19 load load NOUN fis-3443 132 20 - - PUNCT fis-3443 132 21 carrying carry VERB fis-3443 132 22 capacity capacity NOUN fis-3443 132 23 , , PUNCT fis-3443 132 24 and and CCONJ fis-3443 132 25 mode mode NOUN fis-3443 132 26 of of ADP fis-3443 132 27 failure failure NOUN fis-3443 132 28 ) ) PUNCT fis-3443 132 29 are be AUX fis-3443 132 30 r. r. NOUN fis-3443 132 31 elsadany elsadany PROPN fis-3443 132 32 et et PROPN fis-3443 132 33 alii alii PROPN fis-3443 132 34 , , PUNCT fis-3443 132 35 frattura frattura PROPN fis-3443 132 36 ed ed PROPN fis-3443 132 37 integrità integrità PROPN fis-3443 132 38 strutturale strutturale PROPN fis-3443 132 39 , , PUNCT fis-3443 132 40 61 61 NUM fis-3443 132 41 ( ( PUNCT fis-3443 132 42 2022 2022 NUM fis-3443 132 43 ) ) PUNCT fis-3443 132 44 294 294 NUM fis-3443 132 45 - - SYM fis-3443 132 46 307 307 NUM fis-3443 132 47 ; ; PUNCT fis-3443 132 48 doi doi NOUN fis-3443 132 49 : : PUNCT fis-3443 132 50 10.3221 10.3221 NUM fis-3443 132 51 / / SYM fis-3443 132 52 igf igf PROPN fis-3443 132 53 - - PUNCT fis-3443 132 54 esis.61.20 esis.61.20 NOUN fis-3443 132 55                                                                                                                 SPACE fis-3443 132 56 300 300 NUM fis-3443 132 57 summarized summarize VERB fis-3443 132 58 in in ADP fis-3443 132 59 table table NOUN fis-3443 132 60 7 7 NUM fis-3443 132 61 . . PUNCT fis-3443 133 1 in in ADP fis-3443 133 2 general general ADJ fis-3443 133 3 , , PUNCT fis-3443 133 4 the the DET fis-3443 133 5 first first ADJ fis-3443 133 6 crack crack NOUN fis-3443 133 7 load load NOUN fis-3443 133 8 and and CCONJ fis-3443 133 9 ultimate ultimate ADJ fis-3443 133 10 load load NOUN fis-3443 133 11 of of ADP fis-3443 133 12 all all DET fis-3443 133 13 rc rc PROPN fis-3443 133 14 beams beam NOUN fis-3443 133 15 containing contain VERB fis-3443 133 16 rca rca NOUN fis-3443 133 17 are be AUX fis-3443 133 18 lower low ADJ fis-3443 133 19 than than ADP fis-3443 133 20 those those PRON fis-3443 133 21 of of ADP fis-3443 133 22 corresponding correspond VERB fis-3443 133 23 rc rc PROPN fis-3443 133 24 beams beam NOUN fis-3443 133 25 without without ADP fis-3443 133 26 rca rca PROPN fis-3443 133 27 . . PUNCT fis-3443 134 1 the the DET fis-3443 134 2 opposite opposite ADJ fis-3443 134 3 trend trend NOUN fis-3443 134 4 was be AUX fis-3443 134 5 observed observe VERB fis-3443 134 6 for for ADP fis-3443 134 7 maximum maximum ADJ fis-3443 134 8 deflection deflection NOUN fis-3443 134 9 . . PUNCT fis-3443 135 1 242.7 242.7 NUM fis-3443 135 2 173.7 173.7 NUM fis-3443 135 3 401.7 401.7 NUM fis-3443 135 4 348.2 348.2 NUM fis-3443 135 5 74.33 74.33 NUM fis-3443 135 6 52 52 NUM fis-3443 135 7 0 0 NUM fis-3443 135 8 50 50 NUM fis-3443 135 9 100 100 NUM fis-3443 135 10 150 150 NUM fis-3443 135 11 200 200 NUM fis-3443 135 12 250 250 NUM fis-3443 135 13 300 300 NUM fis-3443 135 14 350 350 NUM fis-3443 135 15 400 400 NUM fis-3443 135 16 450 450 NUM fis-3443 135 17 normal normal ADJ fis-3443 135 18 c.agg c.agg NOUN fis-3443 135 19 . . PUNCT fis-3443 136 1 recycled recycle VERB fis-3443 136 2 c.agg c.agg PROPN fis-3443 136 3 . . PUNCT fis-3443 137 1 st st PROPN fis-3443 137 2 re re PROPN fis-3443 137 3 ng ng PROPN fis-3443 137 4 th th X fis-3443 137 5 ( ( PUNCT fis-3443 137 6 n n PROPN fis-3443 137 7 /m /m SYM fis-3443 137 8 m m PROPN fis-3443 137 9 2 2 NUM fis-3443 137 10 ) ) PUNCT fis-3443 137 11 comp comp NOUN fis-3443 137 12 . . PUNCT fis-3443 138 1 strength strength NOUN fis-3443 138 2 ( ( PUNCT fis-3443 138 3 7 7 NUM fis-3443 138 4 days day NOUN fis-3443 138 5 ) ) PUNCT fis-3443 138 6 comp comp NOUN fis-3443 138 7 . . PUNCT fis-3443 139 1 strength strength NOUN fis-3443 139 2 ( ( PUNCT fis-3443 139 3 28 28 NUM fis-3443 139 4 days day NOUN fis-3443 139 5 ) ) PUNCT fis-3443 139 6 tensile tensile NOUN fis-3443 139 7 strength strength NOUN fis-3443 139 8 ( ( PUNCT fis-3443 139 9 28 28 NUM fis-3443 139 10 days day NOUN fis-3443 139 11 ) ) PUNCT fis-3443 139 12 figure figure NOUN fis-3443 139 13 4 4 NUM fis-3443 139 14 : : PUNCT fis-3443 139 15 compressive compressive ADJ fis-3443 139 16 and and CCONJ fis-3443 139 17 tensile tensile NOUN fis-3443 139 18 strength strength NOUN fis-3443 139 19 of of ADP fis-3443 139 20 concrete concrete NOUN fis-3443 139 21 with with ADP fis-3443 139 22 and and CCONJ fis-3443 139 23 without without ADP fis-3443 139 24 rca rca PROPN fis-3443 139 25 . . PUNCT fis-3443 139 26 beam beam PROPN fis-3443 140 1 first first ADJ fis-3443 140 2 crack crack NOUN fis-3443 140 3 load load NOUN fis-3443 140 4 ( ( PUNCT fis-3443 140 5 kn kn NOUN fis-3443 140 6 ) ) PUNCT fis-3443 140 7 ultimate ultimate ADJ fis-3443 140 8 load load NOUN fis-3443 140 9 , , PUNCT fis-3443 140 10 pult pult PROPN fis-3443 140 11 , , PUNCT fis-3443 140 12 ( ( PUNCT fis-3443 140 13 kn kn NOUN fis-3443 140 14 ) ) PUNCT fis-3443 140 15 maximum maximum ADJ fis-3443 140 16 deflection deflection NOUN fis-3443 140 17 ( ( PUNCT fis-3443 140 18 mm mm NOUN fis-3443 140 19 ) ) PUNCT fis-3443 140 20 pult pult PROPN fis-3443 140 21 - - PUNCT fis-3443 140 22 rca rca PROPN fis-3443 140 23 / / SYM fis-3443 140 24 pult pult PROPN fis-3443 140 25 - - PUNCT fis-3443 140 26 nca nca PROPN fis-3443 140 27 for for ADP fis-3443 140 28 beams beam NOUN fis-3443 140 29 failed fail VERB fis-3443 140 30 due due ADJ fis-3443 140 31 to to ADP fis-3443 140 32 concrete concrete ADJ fis-3443 140 33 crushing crush VERB fis-3443 140 34 failure failure NOUN fis-3443 140 35 mode mode NOUN fis-3443 140 36 bng1 bng1 NOUN fis-3443 140 37 15 15 NUM fis-3443 140 38 57 57 NUM fis-3443 140 39 27 27 NUM fis-3443 140 40 rupture rupture NOUN fis-3443 140 41 in in ADP fis-3443 140 42 frp frp PROPN fis-3443 140 43 brg1 brg1 PROPN fis-3443 140 44 12 12 NUM fis-3443 140 45 54 54 NUM fis-3443 140 46 35 35 NUM fis-3443 140 47 n n CCONJ fis-3443 140 48 / / SYM fis-3443 140 49 a a DET fis-3443 140 50 concrete concrete ADJ fis-3443 140 51 crushing crush VERB fis-3443 140 52 bns1 bns1 NOUN fis-3443 140 53 18.5 18.5 NUM fis-3443 140 54 70 70 NUM fis-3443 140 55 22 22 NUM fis-3443 140 56 yielding yield VERB fis-3443 140 57 in in ADP fis-3443 140 58 steel steel NOUN fis-3443 140 59 followed follow VERB fis-3443 140 60 by by ADP fis-3443 140 61 concrete concrete ADJ fis-3443 140 62 crushing crush VERB fis-3443 140 63 brs1 brs1 NOUN fis-3443 140 64 15 15 NUM fis-3443 140 65 63 63 NUM fis-3443 140 66 25 25 NUM fis-3443 140 67 0.90 0.90 NUM fis-3443 140 68 yielding yield VERB fis-3443 140 69 in in ADP fis-3443 140 70 steel steel NOUN fis-3443 140 71 followed follow VERB fis-3443 140 72 by by ADP fis-3443 140 73 concrete concrete ADJ fis-3443 140 74 crushing crush VERB fis-3443 140 75 bng2 bng2 NOUN fis-3443 140 76 21 21 NUM fis-3443 140 77 70 70 NUM fis-3443 140 78 25 25 NUM fis-3443 140 79 concrete concrete ADJ fis-3443 140 80 crushing crush VERB fis-3443 140 81 brg2 brg2 NOUN fis-3443 140 82 17 17 NUM fis-3443 140 83 62 62 NUM fis-3443 140 84 32 32 NUM fis-3443 140 85 0.89 0.89 NUM fis-3443 140 86 concrete concrete ADJ fis-3443 140 87 crushing crush VERB fis-3443 140 88 bns2 bns2 NOUN fis-3443 140 89 28 28 NUM fis-3443 140 90 79 79 NUM fis-3443 140 91 18 18 NUM fis-3443 140 92 yielding yield VERB fis-3443 140 93 in in ADP fis-3443 140 94 steel steel NOUN fis-3443 140 95 followed follow VERB fis-3443 140 96 by by ADP fis-3443 140 97 concrete concrete ADJ fis-3443 140 98 crushing crush VERB fis-3443 140 99 brs2 brs2 NOUN fis-3443 140 100 24 24 NUM fis-3443 140 101 78 78 NUM fis-3443 140 102 22 22 NUM fis-3443 140 103 0.99 0.99 NUM fis-3443 140 104 yielding yield VERB fis-3443 140 105 in in ADP fis-3443 140 106 steel steel NOUN fis-3443 140 107 followed follow VERB fis-3443 140 108 by by ADP fis-3443 140 109 concrete concrete ADJ fis-3443 140 110 crushing crush VERB fis-3443 140 111 bng3 bng3 PROPN fis-3443 140 112 31 31 NUM fis-3443 140 113 79 79 NUM fis-3443 140 114 23 23 NUM fis-3443 140 115 concrete concrete ADJ fis-3443 140 116 crushing crush VERB fis-3443 140 117 brg3 brg3 NOUN fis-3443 140 118 25 25 NUM fis-3443 140 119 72 72 NUM fis-3443 140 120 31 31 NUM fis-3443 140 121 0.91 0.91 NUM fis-3443 140 122 concrete concrete ADJ fis-3443 140 123 crushing crush VERB fis-3443 140 124 bns3 bns3 NOUN fis-3443 140 125 39 39 NUM fis-3443 140 126 89 89 NUM fis-3443 140 127 17 17 NUM fis-3443 140 128 yielding yield VERB fis-3443 140 129 in in ADP fis-3443 140 130 steel steel NOUN fis-3443 140 131 followed follow VERB fis-3443 140 132 by by ADP fis-3443 140 133 concrete concrete ADJ fis-3443 140 134 crushing crush VERB fis-3443 140 135 brs3 brs3 PROPN fis-3443 140 136 28 28 NUM fis-3443 140 137 85 85 NUM fis-3443 140 138 19 19 NUM fis-3443 140 139 0.96 0.96 NUM fis-3443 140 140 yielding yield VERB fis-3443 140 141 in in ADP fis-3443 140 142 steel steel NOUN fis-3443 140 143 followed follow VERB fis-3443 140 144 by by ADP fis-3443 140 145 concrete concrete ADJ fis-3443 140 146 crushing crush VERB fis-3443 140 147 table table NOUN fis-3443 140 148 7 7 NUM fis-3443 140 149 : : PUNCT fis-3443 140 150 flexural flexural ADJ fis-3443 140 151 test test NOUN fis-3443 140 152 results result NOUN fis-3443 140 153 of of ADP fis-3443 140 154 all all DET fis-3443 140 155 rc rc PROPN fis-3443 140 156 beams beam NOUN fis-3443 140 157 in in ADP fis-3443 140 158 the the DET fis-3443 140 159 beginning beginning NOUN fis-3443 140 160 , , PUNCT fis-3443 140 161 a a DET fis-3443 140 162 comparison comparison NOUN fis-3443 140 163 between between ADP fis-3443 140 164 the the DET fis-3443 140 165 measured measured ADJ fis-3443 140 166 values value NOUN fis-3443 140 167 of of ADP fis-3443 140 168 ultimate ultimate ADJ fis-3443 140 169 loads load NOUN fis-3443 140 170 of of ADP fis-3443 140 171 gfrp gfrp PROPN fis-3443 140 172 rc rc PROPN fis-3443 140 173 beams beam NOUN fis-3443 140 174 and and CCONJ fis-3443 140 175 those those PRON fis-3443 140 176 predicted predict VERB fis-3443 140 177 by by ADP fis-3443 140 178 the the DET fis-3443 140 179 aci aci PROPN fis-3443 140 180 440.1r-06 440.1r-06 NUM fis-3443 140 181 provision provision NOUN fis-3443 140 182 [ [ X fis-3443 140 183 17 17 NUM fis-3443 140 184 ] ] PUNCT fis-3443 140 185 was be AUX fis-3443 140 186 made make VERB fis-3443 140 187 . . PUNCT fis-3443 141 1 the the DET fis-3443 141 2 approach approach NOUN fis-3443 141 3 of of ADP fis-3443 141 4 the the DET fis-3443 141 5 aci aci PROPN fis-3443 141 6 code code PROPN fis-3443 141 7 was be AUX fis-3443 141 8 based base VERB fis-3443 141 9 on on ADP fis-3443 141 10 the the DET fis-3443 141 11 forces force NOUN fis-3443 141 12 equilibrium equilibrium NOUN fis-3443 141 13 , , PUNCT fis-3443 141 14 strain strain VERB fis-3443 141 15 compatibility compatibility NOUN fis-3443 141 16 of of ADP fis-3443 141 17 sections section NOUN fis-3443 141 18 and and CCONJ fis-3443 141 19 considers consider VERB fis-3443 141 20 the the DET fis-3443 141 21 equivalent equivalent ADJ fis-3443 141 22 stress stress NOUN fis-3443 141 23 block block NOUN fis-3443 141 24 . . PUNCT fis-3443 142 1 the the DET fis-3443 142 2 equations equation NOUN fis-3443 142 3 of of ADP fis-3443 142 4 moment moment NOUN fis-3443 142 5 capacity capacity NOUN fis-3443 142 6 depend depend VERB fis-3443 142 7 on on ADP fis-3443 142 8 whether whether SCONJ fis-3443 142 9 the the DET fis-3443 142 10 reinforcement reinforcement NOUN fis-3443 142 11 ratio ratio NOUN fis-3443 142 12 is be AUX fis-3443 142 13 lesser less ADJ fis-3443 142 14 or or CCONJ fis-3443 142 15 higher high ADJ fis-3443 142 16 than than ADP fis-3443 142 17 the the DET fis-3443 142 18 balanced balanced ADJ fis-3443 142 19 ratio ratio NOUN fis-3443 142 20 : : PUNCT fis-3443 142 21 r. r. NOUN fis-3443 142 22 elsadany elsadany PROPN fis-3443 142 23 et et PROPN fis-3443 142 24 alii alii PROPN fis-3443 142 25 , , PUNCT fis-3443 142 26 frattura frattura PROPN fis-3443 142 27 ed ed PROPN fis-3443 142 28 integrità integrità PROPN fis-3443 142 29 strutturale strutturale PROPN fis-3443 142 30 , , PUNCT fis-3443 142 31 61 61 NUM fis-3443 142 32 ( ( PUNCT fis-3443 142 33 2022 2022 NUM fis-3443 142 34 ) ) PUNCT fis-3443 142 35 294 294 NUM fis-3443 142 36 - - SYM fis-3443 142 37 307 307 NUM fis-3443 142 38 ; ; PUNCT fis-3443 142 39 doi doi NOUN fis-3443 142 40 : : PUNCT fis-3443 142 41 10.3221 10.3221 NUM fis-3443 142 42 / / SYM fis-3443 142 43 igf igf PROPN fis-3443 142 44 - - PUNCT fis-3443 142 45 esis.61.20 esis.61.20 PROPN fis-3443 142 46     SPACE fis-3443 142 47 301 301 NUM fis-3443 142 48   PROPN fis-3443 142 49 f f PROPN fis-3443 142 50 f f PROPN fis-3443 142 51 a a DET fis-3443 142 52 bd bd PROPN fis-3443 142 53 ( ( PUNCT fis-3443 142 54 1 1 NUM fis-3443 142 55 ) ) PUNCT fis-3443 142 56 ' ' PART fis-3443 142 57 10.85 10.85 NUM fis-3443 142 58   ADJ fis-3443 142 59   PROPN fis-3443 142 60   ADP fis-3443 142 61   PROPN fis-3443 142 62   PROPN fis-3443 142 63 f f PROPN fis-3443 142 64 cuc cuc PROPN fis-3443 142 65 fb fb PROPN fis-3443 142 66 fu fu PROPN fis-3443 142 67 f f PROPN fis-3443 142 68 cu cu PROPN fis-3443 142 69 fu fu PROPN fis-3443 142 70 ef ef VERB fis-3443 142 71 f f PROPN fis-3443 142 72 e e PROPN fis-3443 142 73 f f X fis-3443 142 74 ( ( PUNCT fis-3443 142 75 2 2 NUM fis-3443 142 76 ) ) PUNCT fis-3443 143 1 when when SCONJ fis-3443 143 2   PUNCT fis-3443 143 3 f f INTJ fis-3443 143 4 fb fb INTJ fis-3443 143 5 10.8 10.8 NUM fis-3443 143 6 2 2 NUM fis-3443 143 7   NOUN fis-3443 143 8   NOUN fis-3443 144 1   PROPN fis-3443 144 2   PROPN fis-3443 145 1   PROPN fis-3443 145 2   NUM fis-3443 145 3   PROPN fis-3443 145 4 b b PROPN fis-3443 145 5 n n PROPN fis-3443 145 6 f f PROPN fis-3443 145 7 fu fu PROPN fis-3443 146 1 c c PROPN fis-3443 146 2 m m VERB fis-3443 147 1 a a DET fis-3443 147 2 f f X fis-3443 147 3 d d X fis-3443 147 4 ( ( PUNCT fis-3443 147 5 3 3 NUM fis-3443 147 6 ) ) PUNCT fis-3443 147 7   NOUN fis-3443 147 8   NOUN fis-3443 148 1   PROPN fis-3443 149 1   PROPN fis-3443 149 2   NOUN fis-3443 149 3   NUM fis-3443 149 4   NOUN fis-3443 149 5   PROPN fis-3443 149 6   PROPN fis-3443 149 7   PROPN fis-3443 149 8 cu cu PROPN fis-3443 149 9 b b PROPN fis-3443 149 10 cu cu PROPN fis-3443 149 11 fu fu PROPN fis-3443 149 12 c c PROPN fis-3443 149 13 d d X fis-3443 149 14 ( ( PUNCT fis-3443 149 15 4 4 NUM fis-3443 149 16 ) ) PUNCT fis-3443 149 17 when when SCONJ fis-3443 149 18 1.4 1.4 NUM fis-3443 149 19 f f INTJ fis-3443 149 20 fb fb INTJ fis-3443 149 21   PROPN fis-3443 149 22 2 2 NOUN fis-3443 149 23 ' ' PART fis-3443 149 24 10.85 10.85 NUM fis-3443 149 25 0.5 0.5 NUM fis-3443 149 26 4 4 NUM fis-3443 149 27   NOUN fis-3443 150 1   PROPN fis-3443 151 1   PROPN fis-3443 151 2   PROPN fis-3443 151 3   PUNCT fis-3443 151 4   PROPN fis-3443 151 5   NUM fis-3443 151 6   PROPN fis-3443 152 1   PROPN fis-3443 152 2   PROPN fis-3443 153 1   ADJ fis-3443 153 2   PROPN fis-3443 153 3   PROPN fis-3443 153 4   PROPN fis-3443 153 5   PROPN fis-3443 153 6   PROPN fis-3443 153 7   ADP fis-3443 153 8 f f PROPN fis-3443 153 9 cu cu PROPN fis-3443 153 10 c c PROPN fis-3443 153 11 f f PROPN fis-3443 153 12 f f PROPN fis-3443 153 13 cu cu PROPN fis-3443 153 14 f f PROPN fis-3443 153 15 cu cu PROPN fis-3443 153 16 fu fu PROPN fis-3443 153 17 f f PROPN fis-3443 153 18 e e PROPN fis-3443 153 19 f f PROPN fis-3443 153 20 f f PROPN fis-3443 153 21 e e PROPN fis-3443 153 22 e e X fis-3443 153 23 f f X fis-3443 153 24 ( ( PUNCT fis-3443 153 25 5 5 NUM fis-3443 153 26 ) ) SYM fis-3443 153 27 2 2 NUM fis-3443 153 28   NOUN fis-3443 153 29   NOUN fis-3443 154 1   PROPN fis-3443 154 2   PROPN fis-3443 155 1   PROPN fis-3443 155 2   NOUN fis-3443 155 3 n n VERB fis-3443 155 4 f f NOUN fis-3443 155 5 f f PROPN fis-3443 156 1 a a DET fis-3443 156 2 m m VERB fis-3443 157 1 a a DET fis-3443 157 2 f f X fis-3443 157 3 d d X fis-3443 157 4 ( ( PUNCT fis-3443 157 5 6 6 NUM fis-3443 157 6 ) ) PUNCT fis-3443 157 7 ' ' NUM fis-3443 157 8 0.85 0.85 NUM fis-3443 158 1   NOUN fis-3443 158 2 f f X fis-3443 159 1 f f PROPN fis-3443 159 2 c c PROPN fis-3443 159 3 a a DET fis-3443 159 4 f f X fis-3443 159 5 a a DET fis-3443 159 6 f f PROPN fis-3443 159 7 b b PROPN fis-3443 159 8 ( ( PUNCT fis-3443 159 9 7 7 NUM fis-3443 159 10 ) ) PUNCT fis-3443 159 11 also also ADV fis-3443 159 12 nm nm PRON fis-3443 159 13 can can AUX fis-3443 159 14 be be AUX fis-3443 159 15 calculated calculate VERB fis-3443 159 16 from from ADP fis-3443 159 17 2 2 NUM fis-3443 159 18 ' ' NUM fis-3443 159 19 1 1 NUM fis-3443 159 20 0.59 0.59 NUM fis-3443 159 21   NOUN fis-3443 159 22   NOUN fis-3443 160 1   PROPN fis-3443 161 1   PROPN fis-3443 161 2   PROPN fis-3443 162 1   ADJ fis-3443 162 2   NOUN fis-3443 162 3   ADV fis-3443 162 4   ADP fis-3443 162 5 f f PROPN fis-3443 162 6 f f PROPN fis-3443 162 7 n n PROPN fis-3443 163 1 f f PROPN fis-3443 164 1 f f PROPN fis-3443 164 2 c c PROPN fis-3443 165 1 f f PROPN fis-3443 165 2 m m VERB fis-3443 165 3 f f PROPN fis-3443 165 4 bd bd PROPN fis-3443 165 5 f f PROPN fis-3443 165 6 ( ( PUNCT fis-3443 165 7 8) 8) NUM fis-3443 165 8 theoretical theoretical ADJ fis-3443 165 9 and and CCONJ fis-3443 165 10 experimental experimental ADJ fis-3443 165 11 ultimate ultimate ADJ fis-3443 165 12 loads load NOUN fis-3443 165 13 are be AUX fis-3443 165 14 compared compare VERB fis-3443 165 15 in in ADP fis-3443 165 16 table table NOUN fis-3443 165 17 8 8 NUM fis-3443 165 18 . . PUNCT fis-3443 166 1 there there PRON fis-3443 166 2 is be VERB fis-3443 166 3 a a DET fis-3443 166 4 good good ADJ fis-3443 166 5 agreement agreement NOUN fis-3443 166 6 between between ADP fis-3443 166 7 them they PRON fis-3443 166 8 . . PUNCT fis-3443 167 1 crack crack VERB fis-3443 167 2 pattern pattern NOUN fis-3443 167 3 and and CCONJ fis-3443 167 4 mode mode NOUN fis-3443 167 5 of of ADP fis-3443 167 6 failure failure NOUN fis-3443 167 7 crack crack NOUN fis-3443 167 8 pattern pattern NOUN fis-3443 167 9 and and CCONJ fis-3443 167 10 mode mode NOUN fis-3443 167 11 of of ADP fis-3443 167 12 failure failure NOUN fis-3443 167 13 of of ADP fis-3443 167 14 steel steel NOUN fis-3443 167 15 rc rc PROPN fis-3443 167 16 beams beam NOUN fis-3443 167 17 are be AUX fis-3443 167 18 typical typical ADJ fis-3443 167 19 of of ADP fis-3443 167 20 under under ADV fis-3443 167 21 - - PUNCT fis-3443 167 22 reinforced reinforce VERB fis-3443 167 23 rc rc PROPN fis-3443 167 24 beam beam NOUN fis-3443 167 25 behavior behavior NOUN fis-3443 167 26 , , PUNCT fis-3443 167 27 as as SCONJ fis-3443 167 28 shown show VERB fis-3443 167 29 in in ADP fis-3443 167 30 fig fig NOUN fis-3443 167 31 . . PUNCT fis-3443 168 1 5 5 NUM fis-3443 168 2 . . X fis-3443 169 1 a a PRON fis-3443 169 2 and and CCONJ fis-3443 169 3 b. b. X fis-3443 170 1 the the DET fis-3443 170 2 first first ADJ fis-3443 170 3 crack crack NOUN fis-3443 170 4 loads load NOUN fis-3443 170 5 ranged range VERB fis-3443 170 6 from from ADP fis-3443 170 7 15 15 NUM fis-3443 170 8 to to PART fis-3443 170 9 39 39 NUM fis-3443 170 10 kn kn NOUN fis-3443 170 11 based base VERB fis-3443 170 12 on on ADP fis-3443 170 13 the the DET fis-3443 170 14 tensile tensile NOUN fis-3443 170 15 reinforcement reinforcement NOUN fis-3443 170 16 ratio ratio NOUN fis-3443 170 17 and and CCONJ fis-3443 170 18 concrete concrete ADJ fis-3443 170 19 type type NOUN fis-3443 170 20 , , PUNCT fis-3443 170 21 see see VERB fis-3443 170 22 table table NOUN fis-3443 170 23 7 7 NUM fis-3443 170 24 . . PUNCT fis-3443 171 1 in in ADP fis-3443 171 2 general general ADJ fis-3443 171 3 , , PUNCT fis-3443 171 4 steel steel NOUN fis-3443 171 5 rc rc PROPN fis-3443 171 6 beams beam NOUN fis-3443 171 7 with with ADP fis-3443 171 8 rca rca PROPN fis-3443 171 9 had have VERB fis-3443 171 10 lower low ADJ fis-3443 171 11 first first ADJ fis-3443 171 12 crack crack NOUN fis-3443 171 13 loads load NOUN fis-3443 171 14 than than ADP fis-3443 171 15 steel steel NOUN fis-3443 171 16 rc rc PROPN fis-3443 171 17 beams beam NOUN fis-3443 171 18 without without ADP fis-3443 171 19 rca rca PROPN fis-3443 171 20 , , PUNCT fis-3443 171 21 as as SCONJ fis-3443 171 22 listed list VERB fis-3443 171 23 in in ADP fis-3443 171 24 table table NOUN fis-3443 171 25 7 7 NUM fis-3443 171 26 . . PUNCT fis-3443 171 27 flexural flexural ADJ fis-3443 171 28 cracks crack NOUN fis-3443 171 29 propagate propagate VERB fis-3443 171 30 upwards upwards ADV fis-3443 171 31 as as SCONJ fis-3443 171 32 loading loading NOUN fis-3443 171 33 progress progress NOUN fis-3443 171 34 but but CCONJ fis-3443 171 35 remain remain VERB fis-3443 171 36 very very ADV fis-3443 171 37 narrow narrow ADJ fis-3443 171 38 throughout throughout ADP fis-3443 171 39 the the DET fis-3443 171 40 loading loading NOUN fis-3443 171 41 history history NOUN fis-3443 171 42 . . PUNCT fis-3443 172 1 with with ADP fis-3443 172 2 increasing increase VERB fis-3443 172 3 load load NOUN fis-3443 172 4 , , PUNCT fis-3443 172 5 flexural flexural ADJ fis-3443 172 6 - - PUNCT fis-3443 172 7 shear shear NOUN fis-3443 172 8 cracks crack NOUN fis-3443 172 9 initiated initiate VERB fis-3443 172 10 propagated propagate VERB fis-3443 172 11 towards towards ADP fis-3443 172 12 the the DET fis-3443 172 13 point point NOUN fis-3443 172 14 of of ADP fis-3443 172 15 load load NOUN fis-3443 172 16 . . PUNCT fis-3443 173 1 with with ADP fis-3443 173 2 a a DET fis-3443 173 3 further further ADJ fis-3443 173 4 increase increase NOUN fis-3443 173 5 in in ADP fis-3443 173 6 the the DET fis-3443 173 7 applied applied ADJ fis-3443 173 8 load load NOUN fis-3443 173 9 , , PUNCT fis-3443 173 10 crushing crush VERB fis-3443 173 11 of of ADP fis-3443 173 12 concrete concrete NOUN fis-3443 173 13 at at ADP fis-3443 173 14 the the DET fis-3443 173 15 top top ADJ fis-3443 173 16 compression compression NOUN fis-3443 173 17 side side NOUN fis-3443 173 18 around around ADP fis-3443 173 19 the the DET fis-3443 173 20 point point NOUN fis-3443 173 21 of of ADP fis-3443 173 22 load load NOUN fis-3443 173 23 application application NOUN fis-3443 173 24 occurred occur VERB fis-3443 173 25 at at ADP fis-3443 173 26 the the DET fis-3443 173 27 ultimate ultimate ADJ fis-3443 173 28 load load NOUN fis-3443 173 29 after after ADP fis-3443 173 30 yielding yield VERB fis-3443 173 31 steel steel NOUN fis-3443 173 32 reinforcement reinforcement NOUN fis-3443 173 33 . . PUNCT fis-3443 174 1 on on ADP fis-3443 174 2 the the DET fis-3443 174 3 other other ADJ fis-3443 174 4 hand hand NOUN fis-3443 174 5 , , PUNCT fis-3443 174 6 all all DET fis-3443 174 7 gfrp gfrp PROPN fis-3443 174 8 rc rc PROPN fis-3443 174 9 beams beam NOUN fis-3443 174 10 failed fail VERB fis-3443 174 11 due due ADJ fis-3443 174 12 to to ADP fis-3443 174 13 concrete concrete ADJ fis-3443 174 14 crushing crush VERB fis-3443 174 15 in in ADP fis-3443 174 16 the the DET fis-3443 174 17 compression compression NOUN fis-3443 174 18 zone zone NOUN fis-3443 174 19 , , PUNCT fis-3443 174 20 i.e. i.e. X fis-3443 174 21 , , PUNCT fis-3443 174 22 brittle brittle ADJ fis-3443 174 23 failure failure NOUN fis-3443 174 24 , , PUNCT fis-3443 174 25 except except SCONJ fis-3443 174 26 beam beam NOUN fis-3443 174 27 bng1 bng1 NOUN fis-3443 174 28 , , PUNCT fis-3443 174 29 which which PRON fis-3443 174 30 failed fail VERB fis-3443 174 31 due due ADP fis-3443 174 32 to to ADP fis-3443 174 33 the the DET fis-3443 174 34 rupture rupture NOUN fis-3443 174 35 of of ADP fis-3443 174 36 tensile tensile NOUN fis-3443 174 37 gfrp gfrp PROPN fis-3443 174 38 bars bar NOUN fis-3443 174 39 , , PUNCT fis-3443 174 40 i.e. i.e. X fis-3443 174 41 , , PUNCT fis-3443 174 42 catastrophic catastrophic ADJ fis-3443 174 43 failure failure NOUN fis-3443 174 44 , , PUNCT fis-3443 174 45 fig fig NOUN fis-3443 174 46 . . PUNCT fis-3443 175 1 5 5 NUM fis-3443 175 2 . . X fis-3443 175 3 c c X fis-3443 175 4 - - PUNCT fis-3443 175 5 e. e. PROPN fis-3443 175 6 r. r. PROPN fis-3443 175 7 elsadany elsadany PROPN fis-3443 175 8 et et PROPN fis-3443 175 9 alii alii PROPN fis-3443 175 10 , , PUNCT fis-3443 175 11 frattura frattura PROPN fis-3443 175 12 ed ed PROPN fis-3443 175 13 integrità integrità PROPN fis-3443 175 14 strutturale strutturale PROPN fis-3443 175 15 , , PUNCT fis-3443 175 16 61 61 NUM fis-3443 175 17 ( ( PUNCT fis-3443 175 18 2022 2022 NUM fis-3443 175 19 ) ) PUNCT fis-3443 175 20 294 294 NUM fis-3443 175 21 - - SYM fis-3443 175 22 307 307 NUM fis-3443 175 23 ; ; PUNCT fis-3443 175 24 doi doi NOUN fis-3443 175 25 : : PUNCT fis-3443 175 26 10.3221 10.3221 NUM fis-3443 175 27 / / SYM fis-3443 175 28 igf igf PROPN fis-3443 175 29 - - PUNCT fis-3443 175 30 esis.61.20 esis.61.20 PROPN fis-3443 175 31                                                                                                                 SPACE fis-3443 175 32 302 302 NUM fis-3443 175 33 beam beam NOUN fis-3443 175 34 code code NOUN fis-3443 175 35 pu pu PROPN fis-3443 175 36 aci aci PROPN fis-3443 175 37 440 440 PROPN fis-3443 175 38 ( ( PUNCT fis-3443 175 39 kn kn PROPN fis-3443 175 40 ) ) PUNCT fis-3443 175 41 pu pu PROPN fis-3443 175 42 exp exp PROPN fis-3443 175 43 . . PUNCT fis-3443 176 1 ( ( PUNCT fis-3443 176 2 kn kn PROPN fis-3443 176 3 ) ) PUNCT fis-3443 176 4 pu pu PROPN fis-3443 176 5 exp exp PROPN fis-3443 176 6 . . PUNCT fis-3443 176 7 /pu /pu PROPN fis-3443 177 1 aci aci PROPN fis-3443 177 2 440 440 NUM fis-3443 177 3 bng1 bng1 NOUN fis-3443 177 4 56 56 NUM fis-3443 177 5 57 57 NUM fis-3443 177 6 1.02 1.02 NUM fis-3443 177 7 bng bng NOUN fis-3443 177 8 2 2 NUM fis-3443 177 9 66 66 NUM fis-3443 177 10 70 70 NUM fis-3443 177 11 1.06 1.06 NUM fis-3443 177 12 bng bng NOUN fis-3443 177 13 3 3 NUM fis-3443 177 14 77 77 NUM fis-3443 177 15 79 79 NUM fis-3443 177 16 1.03 1.03 NUM fis-3443 177 17 brg brg PROPN fis-3443 177 18 1 1 NUM fis-3443 177 19 56 56 NUM fis-3443 177 20 54 54 NUM fis-3443 177 21 0.96 0.96 NUM fis-3443 177 22 brg brg PROPN fis-3443 177 23 2 2 NUM fis-3443 177 24 61 61 NUM fis-3443 177 25 62 62 NUM fis-3443 177 26 1.02 1.02 NUM fis-3443 177 27 brg brg NOUN fis-3443 177 28 3 3 NUM fis-3443 177 29 70 70 NUM fis-3443 177 30 72 72 NUM fis-3443 177 31 1.03 1.03 NUM fis-3443 177 32 table table NOUN fis-3443 177 33 8 8 NUM fis-3443 177 34 : : PUNCT fis-3443 177 35 ultimate ultimate ADJ fis-3443 177 36 theoretical theoretical ADJ fis-3443 177 37 and and CCONJ fis-3443 177 38 experimental experimental ADJ fis-3443 177 39 loads load NOUN fis-3443 177 40 . . PUNCT fis-3443 178 1 figure figure VERB fis-3443 178 2 5 5 NUM fis-3443 178 3 : : PUNCT fis-3443 178 4 crack crack VERB fis-3443 178 5 pattern pattern NOUN fis-3443 178 6 and and CCONJ fis-3443 178 7 mode mode NOUN fis-3443 178 8 of of ADP fis-3443 178 9 failure failure NOUN fis-3443 178 10 of of ADP fis-3443 178 11 rc rc PROPN fis-3443 178 12 beams beam NOUN fis-3443 178 13 . . PUNCT fis-3443 179 1 in in ADP fis-3443 179 2 the the DET fis-3443 179 3 case case NOUN fis-3443 179 4 of of ADP fis-3443 179 5 gfrp gfrp PROPN fis-3443 179 6 rc rc PROPN fis-3443 179 7 beams beam NOUN fis-3443 179 8 , , PUNCT fis-3443 179 9 the the DET fis-3443 179 10 failure failure NOUN fis-3443 179 11 mode mode NOUN fis-3443 179 12 of of ADP fis-3443 179 13 beams beam NOUN fis-3443 179 14 may may AUX fis-3443 179 15 be be AUX fis-3443 179 16 predicted predict VERB fis-3443 179 17 by by ADP fis-3443 179 18 computing compute VERB fis-3443 179 19 the the DET fis-3443 179 20 gfrp gfrp PROPN fis-3443 179 21 reinforcement reinforcement NOUN fis-3443 179 22 ratio ratio NOUN fis-3443 179 23 and and CCONJ fis-3443 179 24 comparing compare VERB fis-3443 179 25 it it PRON fis-3443 179 26 to to ADP fis-3443 179 27 the the DET fis-3443 179 28 balanced balanced ADJ fis-3443 179 29 gfrp gfrp PROPN fis-3443 179 30 reinforcement reinforcement NOUN fis-3443 179 31 ratio ratio NOUN fis-3443 179 32 from from ADP fis-3443 179 33 equations equation NOUN fis-3443 179 34 ( ( PUNCT fis-3443 179 35 1 1 NUM fis-3443 179 36 ) ) PUNCT fis-3443 179 37 and and CCONJ fis-3443 179 38 ( ( PUNCT fis-3443 179 39 2 2 NUM fis-3443 179 40 ) ) PUNCT fis-3443 179 41 . . PUNCT fis-3443 180 1 the the DET fis-3443 180 2 ratio ratio NOUN fis-3443 180 3 of of ADP fis-3443 180 4 the the DET fis-3443 180 5 balanced balanced ADJ fis-3443 180 6 frp frp PROPN fis-3443 180 7 reinforcement reinforcement NOUN fis-3443 180 8 was be AUX fis-3443 180 9 a a DET fis-3443 180 10 ratio ratio NOUN fis-3443 180 11 when when SCONJ fis-3443 180 12 the the DET fis-3443 180 13 crushing crush VERB fis-3443 180 14 in in ADP fis-3443 180 15 the the DET fis-3443 180 16 concrete concrete NOUN fis-3443 180 17 happened happen VERB fis-3443 180 18 at at ADP fis-3443 180 19 the the DET fis-3443 180 20 same same ADJ fis-3443 180 21 time time NOUN fis-3443 180 22 as as ADP fis-3443 180 23 the the DET fis-3443 180 24 rupture rupture NOUN fis-3443 180 25 in in ADP fis-3443 180 26 frp frp PROPN fis-3443 180 27 when when SCONJ fis-3443 180 28 the the DET fis-3443 180 29 ratio ratio NOUN fis-3443 180 30 of of ADP fis-3443 180 31 frp frp PROPN fis-3443 180 32 reinforcement reinforcement NOUN fis-3443 180 33 is be AUX fis-3443 180 34 less less ADJ fis-3443 180 35 than than ADP fis-3443 180 36 the the DET fis-3443 180 37 balanced balanced ADJ fis-3443 180 38 ratio ratio NOUN fis-3443 180 39 , , PUNCT fis-3443 180 40 ( ( PUNCT fis-3443 180 41 ρf ρf NOUN fis-3443 180 42 < < X fis-3443 180 43 ρfb ρfb PROPN fis-3443 180 44 ) ) PUNCT fis-3443 180 45 , , PUNCT fis-3443 180 46 the the DET fis-3443 180 47 failure failure NOUN fis-3443 180 48 mode mode NOUN fis-3443 180 49 is be AUX fis-3443 180 50 expected expect VERB fis-3443 180 51 to to PART fis-3443 180 52 be be AUX fis-3443 180 53 a a DET fis-3443 180 54 rupture rupture NOUN fis-3443 180 55 in in ADP fis-3443 180 56 frp frp PROPN fis-3443 180 57 . . PUNCT fis-3443 181 1 ( ( PUNCT fis-3443 181 2 a a X fis-3443 181 3 ) ) PUNCT fis-3443 181 4 ( ( PUNCT fis-3443 181 5 b b X fis-3443 181 6 ) ) PUNCT fis-3443 181 7 ( ( PUNCT fis-3443 181 8 c c X fis-3443 181 9 ) ) PUNCT fis-3443 181 10 ( ( PUNCT fis-3443 181 11 e e NOUN fis-3443 181 12 ) ) PUNCT fis-3443 181 13 ( ( PUNCT fis-3443 181 14 d d X fis-3443 181 15 ) ) PUNCT fis-3443 181 16 r. r. NOUN fis-3443 181 17 elsadany elsadany PROPN fis-3443 181 18 et et PROPN fis-3443 181 19 alii alii PROPN fis-3443 181 20 , , PUNCT fis-3443 181 21 frattura frattura PROPN fis-3443 181 22 ed ed PROPN fis-3443 181 23 integrità integrità PROPN fis-3443 181 24 strutturale strutturale PROPN fis-3443 181 25 , , PUNCT fis-3443 181 26 61 61 NUM fis-3443 181 27 ( ( PUNCT fis-3443 181 28 2022 2022 NUM fis-3443 181 29 ) ) PUNCT fis-3443 181 30 294 294 NUM fis-3443 181 31 - - SYM fis-3443 181 32 307 307 NUM fis-3443 181 33 ; ; PUNCT fis-3443 181 34 doi doi NOUN fis-3443 181 35 : : PUNCT fis-3443 181 36 10.3221 10.3221 NUM fis-3443 181 37 / / SYM fis-3443 181 38 igf igf PROPN fis-3443 181 39 - - PUNCT fis-3443 181 40 esis.61.20 esis.61.20 NOUN fis-3443 181 41     SPACE fis-3443 181 42 303 303 NUM fis-3443 181 43 oppositely oppositely ADV fis-3443 181 44 , , PUNCT fis-3443 181 45 when when SCONJ fis-3443 181 46 the the DET fis-3443 181 47 balance balance NOUN fis-3443 181 48 ratio ratio NOUN fis-3443 181 49 of of ADP fis-3443 181 50 the the DET fis-3443 181 51 frp frp PROPN fis-3443 181 52 reinforcement reinforcement NOUN fis-3443 181 53 is be AUX fis-3443 181 54 less less ADJ fis-3443 181 55 than than ADP fis-3443 181 56 the the DET fis-3443 181 57 ratio ratio NOUN fis-3443 181 58 of of ADP fis-3443 181 59 the the DET fis-3443 181 60 frp frp PROPN fis-3443 181 61 reinforcement reinforcement NOUN fis-3443 181 62 ( ( PUNCT fis-3443 181 63 ρfb ρfb VERB fis-3443 181 64 < < X fis-3443 181 65 ρf ρf X fis-3443 181 66 ) ) PUNCT fis-3443 181 67 , , PUNCT fis-3443 181 68 the the DET fis-3443 181 69 mode mode NOUN fis-3443 181 70 of of ADP fis-3443 181 71 failure failure NOUN fis-3443 181 72 is be AUX fis-3443 181 73 expected expect VERB fis-3443 181 74 to to PART fis-3443 181 75 be be AUX fis-3443 181 76 crushing crush VERB fis-3443 181 77 of of ADP fis-3443 181 78 concrete concrete NOUN fis-3443 181 79 at at ADP fis-3443 181 80 the the DET fis-3443 181 81 top top ADJ fis-3443 181 82 middle middle ADJ fis-3443 181 83 part part NOUN fis-3443 181 84 of of ADP fis-3443 181 85 the the DET fis-3443 181 86 beam beam NOUN fis-3443 181 87 . . PUNCT fis-3443 182 1 it it PRON fis-3443 182 2 may may AUX fis-3443 182 3 be be AUX fis-3443 182 4 noted note VERB fis-3443 182 5 that that SCONJ fis-3443 182 6 the the DET fis-3443 182 7 balanced balanced ADJ fis-3443 182 8 ratio ratio NOUN fis-3443 182 9 for for ADP fis-3443 182 10 frp frp PROPN fis-3443 182 11 reinforcement reinforcement NOUN fis-3443 182 12 ρfb ρfb NOUN fis-3443 182 13 is be AUX fis-3443 182 14 lower low ADJ fis-3443 182 15 than than ADP fis-3443 182 16 the the DET fis-3443 182 17 balanced balanced ADJ fis-3443 182 18 ratio ratio NOUN fis-3443 182 19 for for ADP fis-3443 182 20 steel steel NOUN fis-3443 182 21 reinforcement reinforcement NOUN fis-3443 182 22 ρb ρb ADP fis-3443 183 1 [ [ X fis-3443 183 2 32 32 NUM fis-3443 183 3 - - SYM fis-3443 183 4 34 34 NUM fis-3443 183 5 ] ] PUNCT fis-3443 183 6 . . PUNCT fis-3443 184 1 beam beam PROPN fis-3443 184 2 bng1 bng1 NOUN fis-3443 184 3 ( ( PUNCT fis-3443 184 4 2 2 NUM fis-3443 184 5 # # SYM fis-3443 184 6 16 16 NUM fis-3443 184 7 ) ) PUNCT fis-3443 184 8 had have VERB fis-3443 184 9 a a DET fis-3443 184 10 gfrp gfrp NOUN fis-3443 184 11 reinforced reinforce VERB fis-3443 184 12 ratio ratio NOUN fis-3443 184 13 of of ADP fis-3443 184 14 ρf ρf NOUN fis-3443 184 15 = = SYM fis-3443 184 16 0.0112 0.0112 NUM fis-3443 184 17 , , PUNCT fis-3443 184 18 which which PRON fis-3443 184 19 is be AUX fis-3443 184 20 less less ADJ fis-3443 184 21 than than ADP fis-3443 184 22 the the DET fis-3443 184 23 balanced balanced ADJ fis-3443 184 24 ratio ratio NOUN fis-3443 184 25 ( ( PUNCT fis-3443 184 26 ρfb ρfb NOUN fis-3443 184 27 ) ) PUNCT fis-3443 184 28 = = SYM fis-3443 184 29 0.0116 0.0116 NUM fis-3443 184 30 . . PUNCT fis-3443 185 1 the the DET fis-3443 185 2 first first ADJ fis-3443 185 3 crack crack NOUN fis-3443 185 4 at at ADP fis-3443 185 5 the the DET fis-3443 185 6 tension tension NOUN fis-3443 185 7 face face NOUN fis-3443 185 8 of of ADP fis-3443 185 9 the the DET fis-3443 185 10 beam beam NOUN fis-3443 185 11 appeared appear VERB fis-3443 185 12 at at ADP fis-3443 185 13 12 12 NUM fis-3443 185 14 kn kn PROPN fis-3443 185 15 . . PUNCT fis-3443 186 1 when when SCONJ fis-3443 186 2 increasing increase VERB fis-3443 186 3 the the DET fis-3443 186 4 load load NOUN fis-3443 186 5 , , PUNCT fis-3443 186 6 another another DET fis-3443 186 7 crack crack NOUN fis-3443 186 8 in in ADP fis-3443 186 9 the the DET fis-3443 186 10 tension tension NOUN fis-3443 186 11 face face NOUN fis-3443 186 12 appeared appear VERB fis-3443 186 13 . . PUNCT fis-3443 187 1 after after ADP fis-3443 187 2 that that PRON fis-3443 187 3 , , PUNCT fis-3443 187 4 the the DET fis-3443 187 5 shear shear NOUN fis-3443 187 6 cracks crack VERB fis-3443 187 7 almost almost ADV fis-3443 187 8 45 45 NUM fis-3443 187 9 degrees degree NOUN fis-3443 187 10 . . PUNCT fis-3443 188 1 at at ADP fis-3443 188 2 a a DET fis-3443 188 3 load load NOUN fis-3443 188 4 of of ADP fis-3443 188 5 57 57 NUM fis-3443 188 6 kn kn PROPN fis-3443 188 7 , , PUNCT fis-3443 188 8 the the DET fis-3443 188 9 beam beam NOUN fis-3443 188 10 failed fail VERB fis-3443 188 11 due due ADP fis-3443 188 12 to to ADP fis-3443 188 13 gfrp gfrp PROPN fis-3443 188 14 rupture rupture NOUN fis-3443 188 15 , , PUNCT fis-3443 188 16 see see VERB fis-3443 188 17 fig fig NOUN fis-3443 188 18 . . PUNCT fis-3443 189 1 5.c 5.c NUM fis-3443 189 2 . . PUNCT fis-3443 189 3 beams beam NOUN fis-3443 189 4 bng2 bng2 PROPN fis-3443 189 5 and and CCONJ fis-3443 189 6 bng3 bng3 PROPN fis-3443 189 7 were be AUX fis-3443 189 8 made make VERB fis-3443 189 9 of of ADP fis-3443 189 10 new new ADJ fis-3443 189 11 concrete concrete NOUN fis-3443 189 12 and and CCONJ fis-3443 189 13 had have VERB fis-3443 189 14 a a DET fis-3443 189 15 reinforced reinforce VERB fis-3443 189 16 ratio ratio NOUN fis-3443 189 17 of of ADP fis-3443 189 18 frp frp PROPN fis-3443 189 19 bars bar NOUN fis-3443 189 20 ρf ρf NOUN fis-3443 189 21 = = SYM fis-3443 189 22 0.0223 0.0223 NUM fis-3443 189 23 and and CCONJ fis-3443 189 24 0.033 0.033 NUM fis-3443 189 25 , , PUNCT fis-3443 189 26 respectively respectively ADV fis-3443 189 27 . . PUNCT fis-3443 190 1 both both DET fis-3443 190 2 ratios ratio NOUN fis-3443 190 3 were be AUX fis-3443 190 4 bigger big ADJ fis-3443 190 5 than than ADP fis-3443 190 6 the the DET fis-3443 190 7 balanced balanced ADJ fis-3443 190 8 ratio ratio NOUN fis-3443 190 9 , , PUNCT fis-3443 190 10 and and CCONJ fis-3443 190 11 the the DET fis-3443 190 12 first first ADJ fis-3443 190 13 cracks crack NOUN fis-3443 190 14 appeared appear VERB fis-3443 190 15 at at ADP fis-3443 190 16 mid mid NOUN fis-3443 190 17 - - NOUN fis-3443 190 18 span span NOUN fis-3443 190 19 at at ADP fis-3443 190 20 the the DET fis-3443 190 21 loads load NOUN fis-3443 190 22 17 17 NUM fis-3443 190 23 kn kn NOUN fis-3443 190 24 and and CCONJ fis-3443 190 25 25 25 NUM fis-3443 190 26 kn kn PROPN fis-3443 190 27 . . PUNCT fis-3443 191 1 at at ADP fis-3443 191 2 loads load NOUN fis-3443 191 3 70 70 NUM fis-3443 191 4 kn kn NOUN fis-3443 191 5 and and CCONJ fis-3443 191 6 79 79 NUM fis-3443 191 7 kn kn PROPN fis-3443 191 8 , , PUNCT fis-3443 191 9 the the DET fis-3443 191 10 beams beam NOUN fis-3443 191 11 failed fail VERB fis-3443 191 12 in in ADP fis-3443 191 13 the the DET fis-3443 191 14 compressive compressive ADJ fis-3443 191 15 region region NOUN fis-3443 191 16 due due ADP fis-3443 191 17 to to ADP fis-3443 191 18 crushing crush VERB fis-3443 191 19 in in ADP fis-3443 191 20 the the DET fis-3443 191 21 middle middle NOUN fis-3443 191 22 of of ADP fis-3443 191 23 the the DET fis-3443 191 24 beam beam NOUN fis-3443 191 25 . . PUNCT fis-3443 192 1 the the DET fis-3443 192 2 mode mode NOUN fis-3443 192 3 of of ADP fis-3443 192 4 failure failure NOUN fis-3443 192 5 of of ADP fis-3443 192 6 beams beam NOUN fis-3443 192 7 bng3 bng3 PROPN fis-3443 192 8 was be AUX fis-3443 192 9 illustrated illustrate VERB fis-3443 192 10 in in ADP fis-3443 192 11 fig fig NOUN fis-3443 192 12 . . PUNCT fis-3443 193 1 5.d 5.d X fis-3443 193 2 . . PUNCT fis-3443 194 1 the the DET fis-3443 194 2 ρf ρf NOUN fis-3443 194 3 of of ADP fis-3443 194 4 beams beam NOUN fis-3443 194 5 with with ADP fis-3443 194 6 rca rca PROPN fis-3443 194 7 , , PUNCT fis-3443 194 8 brg1 brg1 PROPN fis-3443 194 9 , , PUNCT fis-3443 194 10 brg2 brg2 PROPN fis-3443 194 11 , , PUNCT fis-3443 194 12 and and CCONJ fis-3443 194 13 brg3 brg3 NOUN fis-3443 194 14 ; ; PUNCT fis-3443 194 15 were be AUX fis-3443 194 16 similar similar ADJ fis-3443 194 17 to to ADP fis-3443 194 18 beams beam NOUN fis-3443 194 19 bng1 bng1 NOUN fis-3443 194 20 , , PUNCT fis-3443 194 21 bng2 bng2 PROPN fis-3443 194 22 , , PUNCT fis-3443 194 23 and and CCONJ fis-3443 194 24 bng3 bng3 PROPN fis-3443 194 25 , , PUNCT fis-3443 194 26 but but CCONJ fis-3443 194 27 the the DET fis-3443 194 28 ρfb ρfb NOUN fis-3443 194 29 ratio ratio NOUN fis-3443 194 30 was be AUX fis-3443 194 31 lower low ADJ fis-3443 194 32 due due ADJ fis-3443 194 33 to to ADP fis-3443 194 34 using use VERB fis-3443 194 35 of of ADP fis-3443 194 36 a a DET fis-3443 194 37 lower low ADJ fis-3443 194 38 strength strength NOUN fis-3443 194 39 concrete concrete NOUN fis-3443 194 40 . . PUNCT fis-3443 195 1 the the DET fis-3443 195 2 balanced balanced ADJ fis-3443 195 3 ratio ratio NOUN fis-3443 195 4 ρfb ρfb NOUN fis-3443 195 5 = = NOUN fis-3443 195 6 0.001 0.001 NUM fis-3443 195 7 . . PUNCT fis-3443 196 1 the the DET fis-3443 196 2 first first ADJ fis-3443 196 3 crack crack NOUN fis-3443 196 4 of of ADP fis-3443 196 5 brg1 brg1 PROPN fis-3443 196 6 , , PUNCT fis-3443 196 7 brg2 brg2 PROPN fis-3443 196 8 , , PUNCT fis-3443 196 9 and and CCONJ fis-3443 196 10 brg3 brg3 NOUN fis-3443 196 11 appeared appear VERB fis-3443 196 12 at at ADP fis-3443 196 13 15 15 NUM fis-3443 196 14 , , PUNCT fis-3443 196 15 21 21 NUM fis-3443 196 16 , , PUNCT fis-3443 196 17 and and CCONJ fis-3443 196 18 27 27 NUM fis-3443 196 19 kn kn PROPN fis-3443 196 20 . . PUNCT fis-3443 197 1 the the DET fis-3443 197 2 beams beam NOUN fis-3443 197 3 failed fail VERB fis-3443 197 4 in in ADP fis-3443 197 5 the the DET fis-3443 197 6 compression compression NOUN fis-3443 197 7 zone zone NOUN fis-3443 197 8 at at ADP fis-3443 197 9 loads load NOUN fis-3443 197 10 of of ADP fis-3443 197 11 54 54 NUM fis-3443 197 12 , , PUNCT fis-3443 197 13 62 62 NUM fis-3443 197 14 , , PUNCT fis-3443 197 15 and and CCONJ fis-3443 197 16 72 72 NUM fis-3443 197 17 kn kn NOUN fis-3443 197 18 , , PUNCT fis-3443 197 19 respectively respectively ADV fis-3443 197 20 , , PUNCT fis-3443 197 21 as as SCONJ fis-3443 197 22 shown show VERB fis-3443 197 23 in in ADP fis-3443 197 24 fig fig NOUN fis-3443 197 25 . . PUNCT fis-3443 198 1 5 5 X fis-3443 198 2 . . X fis-3443 199 1 it it PRON fis-3443 199 2 is be AUX fis-3443 199 3 worth worth ADJ fis-3443 199 4 noting note VERB fis-3443 199 5 that that SCONJ fis-3443 199 6 failures failure NOUN fis-3443 199 7 in in ADP fis-3443 199 8 bns3 bns3 PROPN fis-3443 199 9 and and CCONJ fis-3443 199 10 bng3 bng3 PROPN fis-3443 199 11 are be AUX fis-3443 199 12 quite quite ADV fis-3443 199 13 similar similar ADJ fis-3443 199 14 , , PUNCT fis-3443 199 15 and and CCONJ fis-3443 199 16 it it PRON fis-3443 199 17 complies comply VERB fis-3443 199 18 with with ADP fis-3443 199 19 what what PRON fis-3443 199 20 was be AUX fis-3443 199 21 stated state VERB fis-3443 199 22 in in ADP fis-3443 199 23 the the DET fis-3443 199 24 literature literature NOUN fis-3443 199 25 , , PUNCT fis-3443 199 26 i.e. i.e. X fis-3443 199 27 , , PUNCT fis-3443 199 28 steel steel NOUN fis-3443 199 29 and and CCONJ fis-3443 199 30 gfrp gfrp PROPN fis-3443 199 31 have have VERB fis-3443 199 32 a a DET fis-3443 199 33 similar similar ADJ fis-3443 199 34 effect effect NOUN fis-3443 199 35 on on ADP fis-3443 199 36 the the DET fis-3443 199 37 flexural flexural ADJ fis-3443 199 38 behavior behavior NOUN fis-3443 199 39 of of ADP fis-3443 199 40 the the DET fis-3443 199 41 beams beam NOUN fis-3443 199 42 . . PUNCT fis-3443 200 1 however however ADV fis-3443 200 2 , , PUNCT fis-3443 200 3 rc rc PROPN fis-3443 200 4 beams beam NOUN fis-3443 200 5 with with ADP fis-3443 200 6 rca rca PROPN fis-3443 200 7 , , PUNCT fis-3443 200 8 i.e. i.e. X fis-3443 200 9 , , PUNCT fis-3443 200 10 lower low ADJ fis-3443 200 11 concrete concrete NOUN fis-3443 200 12 's 's PART fis-3443 200 13 compressive compressive ADJ fis-3443 200 14 strength strength NOUN fis-3443 200 15 , , PUNCT fis-3443 200 16 showed show VERB fis-3443 200 17 a a DET fis-3443 200 18 significant significant ADJ fis-3443 200 19 difference difference NOUN fis-3443 200 20 in in ADP fis-3443 200 21 the the DET fis-3443 200 22 crack crack NOUN fis-3443 200 23 patterns pattern NOUN fis-3443 200 24 , , PUNCT fis-3443 200 25 see see VERB fis-3443 200 26 fig fig NOUN fis-3443 200 27 . . PUNCT fis-3443 201 1 5.b 5.b NUM fis-3443 201 2 . . PUNCT fis-3443 202 1 ( ( PUNCT fis-3443 202 2 brs3 brs3 PROPN fis-3443 202 3 ) ) PUNCT fis-3443 202 4 and and CCONJ fis-3443 202 5 fig fig NOUN fis-3443 202 6 . . PUNCT fis-3443 203 1 5.e 5.e NUM fis-3443 203 2 . . PUNCT fis-3443 204 1 ( ( PUNCT fis-3443 204 2 brg3 brg3 NOUN fis-3443 204 3 ) ) PUNCT fis-3443 204 4 . . PUNCT fis-3443 205 1 where where SCONJ fis-3443 205 2 brg3 brg3 NOUN fis-3443 205 3 showed show VERB fis-3443 205 4 diffuse diffuse NOUN fis-3443 205 5 cracks crack NOUN fis-3443 205 6 near near ADP fis-3443 205 7 the the DET fis-3443 205 8 supports support NOUN fis-3443 205 9 may may AUX fis-3443 205 10 be be AUX fis-3443 205 11 due due ADJ fis-3443 205 12 to to ADP fis-3443 205 13 the the DET fis-3443 205 14 lower low ADJ fis-3443 205 15 concrete concrete NOUN fis-3443 205 16 's 's PART fis-3443 205 17 strength strength NOUN fis-3443 205 18 and and CCONJ fis-3443 205 19 lower low ADJ fis-3443 205 20 modulus modulus NOUN fis-3443 205 21 of of ADP fis-3443 205 22 elasticity elasticity NOUN fis-3443 205 23 of of ADP fis-3443 205 24 the the DET fis-3443 205 25 reinforcements reinforcement NOUN fis-3443 205 26 ( ( PUNCT fis-3443 205 27 gfrp gfrp PROPN fis-3443 205 28 bars bar NOUN fis-3443 205 29 ) ) PUNCT fis-3443 205 30 . . PUNCT fis-3443 206 1 it it PRON fis-3443 206 2 is be AUX fis-3443 206 3 clear clear ADJ fis-3443 206 4 from from ADP fis-3443 206 5 table table NOUN fis-3443 206 6 7 7 NUM fis-3443 206 7 that that SCONJ fis-3443 206 8 the the DET fis-3443 206 9 ratios ratio NOUN fis-3443 206 10 of of ADP fis-3443 206 11 ultimate ultimate ADJ fis-3443 206 12 load load NOUN fis-3443 206 13 of of ADP fis-3443 206 14 rc rc PROPN fis-3443 206 15 beams beam NOUN fis-3443 206 16 with with ADP fis-3443 206 17 rca rca NOUN fis-3443 206 18 to to ADP fis-3443 206 19 that that PRON fis-3443 206 20 of of ADP fis-3443 206 21 rc rc PROPN fis-3443 206 22 beams beam NOUN fis-3443 206 23 with with ADP fis-3443 206 24 nca nca PROPN fis-3443 206 25 ( ( PUNCT fis-3443 206 26 pult pult PROPN fis-3443 206 27 - - PUNCT fis-3443 206 28 rca rca PROPN fis-3443 206 29 / / SYM fis-3443 206 30 pult pult PROPN fis-3443 206 31 - - PUNCT fis-3443 206 32 nca nca PROPN fis-3443 206 33 ) ) PUNCT fis-3443 206 34 are be AUX fis-3443 206 35 lower low ADJ fis-3443 206 36 in in ADP fis-3443 206 37 the the DET fis-3443 206 38 case case NOUN fis-3443 206 39 of of ADP fis-3443 206 40 gfrp gfrp PROPN fis-3443 206 41 rc rc PROPN fis-3443 206 42 beams beam NOUN fis-3443 206 43 than than ADP fis-3443 206 44 steel steel NOUN fis-3443 206 45 rc rc PROPN fis-3443 206 46 beams beam NOUN fis-3443 206 47 . . PUNCT fis-3443 207 1 therefore therefore ADV fis-3443 207 2 , , PUNCT fis-3443 207 3 the the DET fis-3443 207 4 ultimate ultimate ADJ fis-3443 207 5 loads load NOUN fis-3443 207 6 of of ADP fis-3443 207 7 gfrp gfrp PROPN fis-3443 207 8 rc rc PROPN fis-3443 207 9 beams beam NOUN fis-3443 207 10 are be AUX fis-3443 207 11 more more ADV fis-3443 207 12 affected affect VERB fis-3443 207 13 by by ADP fis-3443 207 14 the the DET fis-3443 207 15 compressive compressive ADJ fis-3443 207 16 strength strength NOUN fis-3443 207 17 of of ADP fis-3443 207 18 concrete concrete NOUN fis-3443 207 19 than than ADP fis-3443 207 20 steel steel NOUN fis-3443 207 21 rc rc PROPN fis-3443 207 22 beams beam NOUN fis-3443 207 23 due due ADP fis-3443 207 24 to to ADP fis-3443 207 25 the the DET fis-3443 207 26 lower low ADJ fis-3443 207 27 modulus modulus NOUN fis-3443 207 28 of of ADP fis-3443 207 29 elasticity elasticity NOUN fis-3443 207 30 of of ADP fis-3443 207 31 gfrp gfrp PROPN fis-3443 207 32 . . PUNCT fis-3443 208 1 this this PRON fis-3443 208 2 is be AUX fis-3443 208 3 a a DET fis-3443 208 4 limitation limitation NOUN fis-3443 208 5 on on ADP fis-3443 208 6 the the DET fis-3443 208 7 use use NOUN fis-3443 208 8 of of ADP fis-3443 208 9 either either DET fis-3443 208 10 gfrp gfrp PROPN fis-3443 208 11 bars bar NOUN fis-3443 208 12 or or CCONJ fis-3443 208 13 rca rca PROPN fis-3443 208 14 . . PROPN fis-3443 208 15 0 0 NUM fis-3443 208 16 10 10 NUM fis-3443 208 17 20 20 NUM fis-3443 208 18 30 30 NUM fis-3443 208 19 40 40 NUM fis-3443 208 20 50 50 NUM fis-3443 208 21 60 60 NUM fis-3443 208 22 70 70 NUM fis-3443 208 23 80 80 NUM fis-3443 208 24 90 90 NUM fis-3443 208 25 100 100 NUM fis-3443 208 26 0 0 NUM fis-3443 208 27 5 5 NUM fis-3443 208 28 10 10 NUM fis-3443 208 29 15 15 NUM fis-3443 208 30 20 20 NUM fis-3443 208 31 25 25 NUM fis-3443 208 32 30 30 NUM fis-3443 208 33 35 35 NUM fis-3443 208 34 40 40 NUM fis-3443 208 35 lo lo NOUN fis-3443 208 36 a a PROPN fis-3443 208 37 d d X fis-3443 208 38       SPACE fis-3443 208 39 ( ( PUNCT fis-3443 208 40 k k PROPN fis-3443 208 41 n n X fis-3443 208 42 ) ) PUNCT fis-3443 208 43     SPACE fis-3443 208 44 deflection deflection NOUN fis-3443 208 45     SPACE fis-3443 208 46 ( ( PUNCT fis-3443 208 47 mm mm NOUN fis-3443 208 48 ) ) PUNCT fis-3443 208 49 brg1 brg1 PROPN fis-3443 208 50 brg2 brg2 PROPN fis-3443 208 51 brg3 brg3 PROPN fis-3443 208 52 bng1 bng1 PROPN fis-3443 208 53 bng2 bng2 PROPN fis-3443 208 54 bng3 bng3 PROPN fis-3443 208 55 analytical analytical PROPN fis-3443 208 56     SPACE fis-3443 208 57 bng1 bng1 PROPN fis-3443 208 58 analytical analytical ADJ fis-3443 208 59     SPACE fis-3443 208 60 brg3 brg3 NOUN fis-3443 208 61 figure figure VERB fis-3443 208 62 6 6 NUM fis-3443 208 63 : : PUNCT fis-3443 208 64 load load NOUN fis-3443 208 65 - - PUNCT fis-3443 208 66 central central ADJ fis-3443 208 67 deflection deflection NOUN fis-3443 208 68 curves curve NOUN fis-3443 208 69 of of ADP fis-3443 208 70 gfrp gfrp PROPN fis-3443 208 71 rc rc PROPN fis-3443 208 72 beams beam NOUN fis-3443 208 73 . . PUNCT fis-3443 209 1 flexural flexural ADJ fis-3443 209 2 behavior behavior NOUN fis-3443 209 3 of of ADP fis-3443 209 4 rc rc PROPN fis-3443 209 5 beams beam VERB fis-3443 209 6 the the DET fis-3443 209 7 experimental experimental ADJ fis-3443 209 8 results result NOUN fis-3443 209 9 of of ADP fis-3443 209 10 load load NOUN fis-3443 209 11 - - PUNCT fis-3443 209 12 central central ADJ fis-3443 209 13 deflection deflection NOUN fis-3443 209 14 for for ADP fis-3443 209 15 gfrp gfrp PROPN fis-3443 209 16 rc rc PROPN fis-3443 209 17 beams beam NOUN fis-3443 209 18 and and CCONJ fis-3443 209 19 steel steel PROPN fis-3443 209 20 rc rc PROPN fis-3443 209 21 beams beam NOUN fis-3443 209 22 are be AUX fis-3443 209 23 shown show VERB fis-3443 209 24 in in ADP fis-3443 209 25 figs fig NOUN fis-3443 209 26 . . PUNCT fis-3443 210 1 6 6 NUM fis-3443 210 2 and and CCONJ fis-3443 210 3 7 7 NUM fis-3443 210 4 , , PUNCT fis-3443 210 5 respectively respectively ADV fis-3443 210 6 . . PUNCT fis-3443 211 1 relative relative ADJ fis-3443 211 2 linear linear ADJ fis-3443 211 3 elastic elastic ADJ fis-3443 211 4 behavior behavior NOUN fis-3443 211 5 was be AUX fis-3443 211 6 observed observe VERB fis-3443 211 7 in in ADP fis-3443 211 8 all all DET fis-3443 211 9 beams beam NOUN fis-3443 211 10 until until ADP fis-3443 211 11 reaching reach VERB fis-3443 211 12 the the DET fis-3443 211 13 cracking cracking NOUN fis-3443 211 14 limit limit NOUN fis-3443 211 15 of of ADP fis-3443 211 16 the the DET fis-3443 211 17 beam beam NOUN fis-3443 211 18 at at ADP fis-3443 211 19 the the DET fis-3443 211 20 tension tension NOUN fis-3443 211 21 face face NOUN fis-3443 211 22 . . PUNCT fis-3443 212 1 it it PRON fis-3443 212 2 can can AUX fis-3443 212 3 be be AUX fis-3443 212 4 seen see VERB fis-3443 212 5 that that SCONJ fis-3443 212 6 the the DET fis-3443 212 7 deflections deflection NOUN fis-3443 212 8 of of ADP fis-3443 212 9 gfrp gfrp PROPN fis-3443 212 10 rc rc PROPN fis-3443 212 11 beams beam NOUN fis-3443 212 12 with with ADP fis-3443 212 13 rca rca PROPN fis-3443 212 14 are be AUX fis-3443 212 15 higher high ADJ fis-3443 212 16 than than ADP fis-3443 212 17 those those PRON fis-3443 212 18 of of ADP fis-3443 212 19 gfrp gfrp PROPN fis-3443 212 20 rc rc PROPN fis-3443 212 21 beams beam NOUN fis-3443 212 22 without without ADP fis-3443 212 23 rca rca NOUN fis-3443 212 24 by by ADP fis-3443 212 25 about about ADV fis-3443 212 26 1.3 1.3 NUM fis-3443 212 27 to to PART fis-3443 212 28 1.55 1.55 NUM fis-3443 212 29 times time NOUN fis-3443 212 30 , , PUNCT fis-3443 212 31 see see VERB fis-3443 212 32 fig fig NOUN fis-3443 212 33 . . PUNCT fis-3443 213 1 6 6 NUM fis-3443 213 2 and and CCONJ fis-3443 213 3 table table NOUN fis-3443 213 4 7 7 NUM fis-3443 213 5 . . PUNCT fis-3443 214 1 the the DET fis-3443 214 2 same same ADJ fis-3443 214 3 trend trend NOUN fis-3443 214 4 was be AUX fis-3443 214 5 observed observe VERB fis-3443 214 6 in in ADP fis-3443 214 7 the the DET fis-3443 214 8 case case NOUN fis-3443 214 9 of of ADP fis-3443 214 10 steel steel NOUN fis-3443 214 11 rc rc PROPN fis-3443 214 12 beams beam NOUN fis-3443 214 13 , , PUNCT fis-3443 214 14 see see VERB fis-3443 214 15 fig fig NOUN fis-3443 214 16 . . PUNCT fis-3443 215 1 7 7 X fis-3443 215 2 . . X fis-3443 215 3 the the DET fis-3443 215 4 deflection deflection NOUN fis-3443 215 5 increase increase NOUN fis-3443 215 6 is be AUX fis-3443 215 7 attributed attribute VERB fis-3443 215 8 to to ADP fis-3443 215 9 the the DET fis-3443 215 10 recycled recycle VERB fis-3443 215 11 concrete concrete NOUN fis-3443 215 12 's 's PART fis-3443 215 13 modulus modulus NOUN fis-3443 215 14 of of ADP fis-3443 215 15 elasticity elasticity NOUN fis-3443 215 16 and and CCONJ fis-3443 215 17 strength strength NOUN fis-3443 215 18 r. r. PROPN fis-3443 215 19 elsadany elsadany PROPN fis-3443 215 20 et et PROPN fis-3443 215 21 alii alii PROPN fis-3443 215 22 , , PUNCT fis-3443 215 23 frattura frattura PROPN fis-3443 215 24 ed ed PROPN fis-3443 215 25 integrità integrità PROPN fis-3443 215 26 strutturale strutturale PROPN fis-3443 215 27 , , PUNCT fis-3443 215 28 61 61 NUM fis-3443 215 29 ( ( PUNCT fis-3443 215 30 2022 2022 NUM fis-3443 215 31 ) ) PUNCT fis-3443 215 32 294 294 NUM fis-3443 215 33 - - SYM fis-3443 215 34 307 307 NUM fis-3443 215 35 ; ; PUNCT fis-3443 215 36 doi doi NOUN fis-3443 215 37 : : PUNCT fis-3443 215 38 10.3221 10.3221 NUM fis-3443 215 39 / / SYM fis-3443 215 40 igf igf PROPN fis-3443 215 41 - - PUNCT fis-3443 215 42 esis.61.20 esis.61.20 PROPN fis-3443 215 43                                                                                                                 SPACE fis-3443 215 44 304 304 NUM fis-3443 215 45 reduction reduction NOUN fis-3443 215 46 . . PUNCT fis-3443 216 1 this this PRON fis-3443 216 2 means mean VERB fis-3443 216 3 the the DET fis-3443 216 4 material material NOUN fis-3443 216 5 is be AUX fis-3443 216 6 easier easy ADJ fis-3443 216 7 to to PART fis-3443 216 8 be be AUX fis-3443 216 9 deformed deform VERB fis-3443 216 10 and and CCONJ fis-3443 216 11 cracked crack VERB fis-3443 216 12 . . PUNCT fis-3443 217 1 a a DET fis-3443 217 2 greater great ADJ fis-3443 217 3 deflection deflection NOUN fis-3443 217 4 was be AUX fis-3443 217 5 obtained obtain VERB fis-3443 217 6 at at ADP fis-3443 217 7 a a DET fis-3443 217 8 lower low ADJ fis-3443 217 9 1oad 1oad NUM fis-3443 217 10 in in ADP fis-3443 217 11 beams beam NOUN fis-3443 217 12 made make VERB fis-3443 217 13 of of ADP fis-3443 217 14 recycled recycled ADJ fis-3443 217 15 aggregate aggregate NOUN fis-3443 217 16 than than ADP fis-3443 217 17 beams beam NOUN fis-3443 217 18 made make VERB fis-3443 217 19 with with ADP fis-3443 217 20 new new ADJ fis-3443 217 21 concrete concrete NOUN fis-3443 217 22 [ [ X fis-3443 217 23 8 8 NUM fis-3443 217 24 ] ] PUNCT fis-3443 217 25 . . PUNCT fis-3443 218 1 furthermore furthermore ADV fis-3443 218 2 , , PUNCT fis-3443 218 3 the the DET fis-3443 218 4 deflection deflection NOUN fis-3443 218 5 of of ADP fis-3443 218 6 rc rc PROPN fis-3443 218 7 beams beam NOUN fis-3443 218 8 reinforced reinforce VERB fis-3443 218 9 with with ADP fis-3443 218 10 gfrp gfrp PROPN fis-3443 218 11 was be AUX fis-3443 218 12 higher high ADJ fis-3443 218 13 than than ADP fis-3443 218 14 that that PRON fis-3443 218 15 of of ADP fis-3443 218 16 corresponding corresponding ADJ fis-3443 218 17 beams beam NOUN fis-3443 218 18 reinforced reinforce VERB fis-3443 218 19 with with ADP fis-3443 218 20 steel steel NOUN fis-3443 218 21 by by ADP fis-3443 218 22 about about ADV fis-3443 218 23 1.7 1.7 NUM fis-3443 218 24 times time NOUN fis-3443 218 25 . . PUNCT fis-3443 219 1 this this PRON fis-3443 219 2 may may AUX fis-3443 219 3 be be AUX fis-3443 219 4 due due ADJ fis-3443 219 5 to to ADP fis-3443 219 6 the the DET fis-3443 219 7 lower low ADJ fis-3443 219 8 gfrp gfrp PROPN fis-3443 219 9 bar bar NOUN fis-3443 219 10 ’s ’s PART fis-3443 219 11 modulus modulus NOUN fis-3443 219 12 of of ADP fis-3443 219 13 elasticity elasticity NOUN fis-3443 219 14 than than ADP fis-3443 219 15 that that PRON fis-3443 219 16 of of ADP fis-3443 219 17 the the DET fis-3443 219 18 steel steel NOUN fis-3443 219 19 . . PUNCT fis-3443 220 1 these these DET fis-3443 220 2 observations observation NOUN fis-3443 220 3 agree agree VERB fis-3443 220 4 with with ADP fis-3443 220 5 the the DET fis-3443 220 6 results result NOUN fis-3443 220 7 found find VERB fis-3443 220 8 in in ADP fis-3443 220 9 the the DET fis-3443 220 10 literature literature NOUN fis-3443 220 11 ; ; PUNCT fis-3443 220 12 it it PRON fis-3443 220 13 was be AUX fis-3443 220 14 found find VERB fis-3443 220 15 that that SCONJ fis-3443 220 16 beams beam NOUN fis-3443 220 17 reinforced reinforce VERB fis-3443 220 18 with with ADP fis-3443 220 19 gfrp gfrp PROPN fis-3443 220 20 had have VERB fis-3443 220 21 a a DET fis-3443 220 22 higher high ADJ fis-3443 220 23 deflection deflection NOUN fis-3443 220 24 by by ADP fis-3443 220 25 about about ADV fis-3443 220 26 2.5 2.5 NUM fis-3443 220 27 to to PART fis-3443 220 28 3.0 3.0 NUM fis-3443 220 29 times time NOUN fis-3443 220 30 than than ADP fis-3443 220 31 that that PRON fis-3443 220 32 of of ADP fis-3443 220 33 the the DET fis-3443 220 34 beam beam NOUN fis-3443 220 35 reinforced reinforce VERB fis-3443 220 36 with with ADP fis-3443 220 37 steel steel NOUN fis-3443 220 38 [ [ X fis-3443 220 39 33 33 NUM fis-3443 220 40 ] ] PUNCT fis-3443 220 41 . . PUNCT fis-3443 221 1 0 0 NUM fis-3443 222 1 10 10 NUM fis-3443 222 2 20 20 NUM fis-3443 222 3 30 30 NUM fis-3443 222 4 40 40 NUM fis-3443 222 5 50 50 NUM fis-3443 222 6 60 60 NUM fis-3443 222 7 70 70 NUM fis-3443 222 8 80 80 NUM fis-3443 222 9 90 90 NUM fis-3443 222 10 100 100 NUM fis-3443 222 11 0 0 NUM fis-3443 222 12 5 5 NUM fis-3443 222 13 10 10 NUM fis-3443 222 14 15 15 NUM fis-3443 222 15 20 20 NUM fis-3443 222 16 25 25 NUM fis-3443 222 17 30 30 NUM fis-3443 222 18 35 35 NUM fis-3443 222 19 40 40 NUM fis-3443 222 20 lo lo NOUN fis-3443 222 21 a a PROPN fis-3443 222 22 d d NOUN fis-3443 222 23     SPACE fis-3443 222 24 ( ( PUNCT fis-3443 222 25 k k PROPN fis-3443 222 26 n n CCONJ fis-3443 222 27 ) ) PUNCT fis-3443 222 28 deflection deflection NOUN fis-3443 222 29     SPACE fis-3443 222 30 ( ( PUNCT fis-3443 222 31 mm mm NOUN fis-3443 222 32 ) ) PUNCT fis-3443 222 33 brs1 brs1 PROPN fis-3443 222 34 brs2 brs2 PROPN fis-3443 222 35 brs3 brs3 PROPN fis-3443 222 36 bns1 bns1 PROPN fis-3443 222 37 bns2 bns2 PROPN fis-3443 222 38 bns3 bns3 PROPN fis-3443 222 39 analytical analytical PROPN fis-3443 222 40     SPACE fis-3443 222 41 bns1 bns1 PROPN fis-3443 222 42 analytical analytical ADJ fis-3443 222 43     SPACE fis-3443 222 44 brs3 brs3 PROPN fis-3443 222 45 figure figure NOUN fis-3443 222 46 7 7 NUM fis-3443 222 47 . . PUNCT fis-3443 222 48 load load NOUN fis-3443 222 49 - - PUNCT fis-3443 222 50 central central ADJ fis-3443 222 51 deflection deflection NOUN fis-3443 222 52 curves curve NOUN fis-3443 222 53 of of ADP fis-3443 222 54 steel steel NOUN fis-3443 222 55 rc rc PROPN fis-3443 222 56 beams beam NOUN fis-3443 222 57 . . PUNCT fis-3443 223 1 the the DET fis-3443 223 2 present present ADJ fis-3443 223 3 experimental experimental ADJ fis-3443 223 4 results result NOUN fis-3443 223 5 have have AUX fis-3443 223 6 been be AUX fis-3443 223 7 compared compare VERB fis-3443 223 8 with with ADP fis-3443 223 9 the the DET fis-3443 223 10 analytical analytical ADJ fis-3443 223 11 model model NOUN fis-3443 223 12 proposed propose VERB fis-3443 223 13 previously previously ADV fis-3443 223 14 by by ADP fis-3443 223 15 sallam sallam NOUN fis-3443 223 16 and and CCONJ fis-3443 223 17 colleagues colleague NOUN fis-3443 223 18 [ [ X fis-3443 223 19 35 35 NUM fis-3443 223 20 - - SYM fis-3443 223 21 36 36 NUM fis-3443 223 22 ] ] PUNCT fis-3443 223 23 , , PUNCT fis-3443 223 24 see see VERB fis-3443 223 25 figs fig NOUN fis-3443 223 26 6 6 NUM fis-3443 223 27 and and CCONJ fis-3443 223 28 7 7 NUM fis-3443 223 29 . . NOUN fis-3443 223 30 assumptions assumption NOUN fis-3443 223 31 and and CCONJ fis-3443 223 32 details detail NOUN fis-3443 223 33 of of ADP fis-3443 223 34 the the DET fis-3443 223 35 analytical analytical ADJ fis-3443 223 36 model model NOUN fis-3443 223 37 can can AUX fis-3443 223 38 be be AUX fis-3443 223 39 found find VERB fis-3443 223 40 in in ADP fis-3443 223 41 refs ref NOUN fis-3443 223 42 . . PUNCT fis-3443 224 1 [ [ X fis-3443 224 2 35 35 NUM fis-3443 224 3 - - SYM fis-3443 224 4 36 36 NUM fis-3443 224 5 ] ] PUNCT fis-3443 224 6 . . PUNCT fis-3443 225 1 in in ADP fis-3443 225 2 both both DET fis-3443 225 3 cases case NOUN fis-3443 225 4 ( ( PUNCT fis-3443 225 5 steel steel NOUN fis-3443 225 6 and and CCONJ fis-3443 225 7 gfrp gfrp PROPN fis-3443 225 8 rc rc PROPN fis-3443 225 9 beams beam NOUN fis-3443 225 10 ) ) PUNCT fis-3443 225 11 , , PUNCT fis-3443 225 12 the the DET fis-3443 225 13 final final ADJ fis-3443 225 14 failure failure NOUN fis-3443 225 15 of of ADP fis-3443 225 16 the the DET fis-3443 225 17 beams beam NOUN fis-3443 225 18 is be AUX fis-3443 225 19 due due ADJ fis-3443 225 20 to to ADP fis-3443 225 21 concrete concrete ADJ fis-3443 225 22 crushing crush VERB fis-3443 225 23 in in ADP fis-3443 225 24 the the DET fis-3443 225 25 compression compression NOUN fis-3443 225 26 zone zone NOUN fis-3443 225 27 , , PUNCT fis-3443 225 28 while while SCONJ fis-3443 225 29 in in ADP fis-3443 225 30 steel steel NOUN fis-3443 225 31 rc rc PROPN fis-3443 225 32 beams beam NOUN fis-3443 225 33 , , PUNCT fis-3443 225 34 the the DET fis-3443 225 35 tensile tensile NOUN fis-3443 225 36 reinforcement reinforcement NOUN fis-3443 225 37 reached reach VERB fis-3443 225 38 its its PRON fis-3443 225 39 yield yield NOUN fis-3443 225 40 stress stress NOUN fis-3443 225 41 before before ADP fis-3443 225 42 concrete concrete ADJ fis-3443 225 43 crushing crushing NOUN fis-3443 225 44 . . PUNCT fis-3443 226 1 however however ADV fis-3443 226 2 , , PUNCT fis-3443 226 3 in in ADP fis-3443 226 4 gfrp gfrp PROPN fis-3443 226 5 rc rc PROPN fis-3443 226 6 beams beam NOUN fis-3443 226 7 , , PUNCT fis-3443 226 8 concrete concrete ADJ fis-3443 226 9 crushing crushing NOUN fis-3443 226 10 occurred occur VERB fis-3443 226 11 before before SCONJ fis-3443 226 12 the the DET fis-3443 226 13 tensile tensile NOUN fis-3443 226 14 reinforcement reinforcement NOUN fis-3443 226 15 reached reach VERB fis-3443 226 16 its its PRON fis-3443 226 17 ultimate ultimate ADJ fis-3443 226 18 tensile tensile NOUN fis-3443 226 19 strain strain NOUN fis-3443 226 20 . . PUNCT fis-3443 227 1 in in ADP fis-3443 227 2 the the DET fis-3443 227 3 case case NOUN fis-3443 227 4 of of ADP fis-3443 227 5 steel steel NOUN fis-3443 227 6 rc rc PROPN fis-3443 227 7 beams beam NOUN fis-3443 227 8 , , PUNCT fis-3443 227 9 bns1 bns1 NOUN fis-3443 227 10 and and CCONJ fis-3443 227 11 brs3 brs3 PROPN fis-3443 227 12 ( ( PUNCT fis-3443 227 13 fig fig NOUN fis-3443 227 14 . . PUNCT fis-3443 227 15 7 7 NUM fis-3443 227 16 ) ) PUNCT fis-3443 227 17 , , PUNCT fis-3443 227 18 there there PRON fis-3443 227 19 is be VERB fis-3443 227 20 good good ADJ fis-3443 227 21 agreement agreement NOUN fis-3443 227 22 between between ADP fis-3443 227 23 the the DET fis-3443 227 24 analytical analytical ADJ fis-3443 227 25 data datum NOUN fis-3443 227 26 and and CCONJ fis-3443 227 27 the the DET fis-3443 227 28 experimental experimental ADJ fis-3443 227 29 results result NOUN fis-3443 227 30 , , PUNCT fis-3443 227 31 and and CCONJ fis-3443 227 32 this this PRON fis-3443 227 33 may may AUX fis-3443 227 34 be be AUX fis-3443 227 35 due due ADJ fis-3443 227 36 to to ADP fis-3443 227 37 the the DET fis-3443 227 38 occurrence occurrence NOUN fis-3443 227 39 of of ADP fis-3443 227 40 steel steel NOUN fis-3443 227 41 yielding yield VERB fis-3443 227 42 before before ADP fis-3443 227 43 concrete concrete ADJ fis-3443 227 44 crushing crushing NOUN fis-3443 227 45 . . PUNCT fis-3443 228 1 however however ADV fis-3443 228 2 , , PUNCT fis-3443 228 3 there there PRON fis-3443 228 4 is be VERB fis-3443 228 5 a a DET fis-3443 228 6 fair fair ADJ fis-3443 228 7 agreement agreement NOUN fis-3443 228 8 between between ADP fis-3443 228 9 the the DET fis-3443 228 10 analytical analytical ADJ fis-3443 228 11 data datum NOUN fis-3443 228 12 and and CCONJ fis-3443 228 13 the the DET fis-3443 228 14 experimental experimental ADJ fis-3443 228 15 results result NOUN fis-3443 228 16 of of ADP fis-3443 228 17 bgn1 bgn1 NOUN fis-3443 228 18 and and CCONJ fis-3443 228 19 bgr3 bgr3 PROPN fis-3443 228 20 ( ( PUNCT fis-3443 228 21 fig fig NOUN fis-3443 228 22 . . PUNCT fis-3443 228 23 6 6 NUM fis-3443 228 24 ) ) PUNCT fis-3443 228 25 . . PUNCT fis-3443 229 1 it it PRON fis-3443 229 2 may may AUX fis-3443 229 3 be be AUX fis-3443 229 4 because because SCONJ fis-3443 229 5 concrete concrete ADJ fis-3443 229 6 crushing crushing NOUN fis-3443 229 7 occurred occur VERB fis-3443 229 8 after after ADP fis-3443 229 9 the the DET fis-3443 229 10 first first ADJ fis-3443 229 11 crack crack NOUN fis-3443 229 12 in in ADP fis-3443 229 13 the the DET fis-3443 229 14 tensile tensile NOUN fis-3443 229 15 zone zone NOUN fis-3443 229 16 without without ADP fis-3443 229 17 any any DET fis-3443 229 18 events event NOUN fis-3443 229 19 between between ADP fis-3443 229 20 them they PRON fis-3443 229 21 . . PUNCT fis-3443 230 1 therefore therefore ADV fis-3443 230 2 , , PUNCT fis-3443 230 3 the the DET fis-3443 230 4 analytical analytical ADJ fis-3443 230 5 model model NOUN fis-3443 230 6 can can AUX fis-3443 230 7 not not PART fis-3443 230 8 describe describe VERB fis-3443 230 9 the the DET fis-3443 230 10 nonlinearity nonlinearity NOUN fis-3443 230 11 of of ADP fis-3443 230 12 the the DET fis-3443 230 13 p p PROPN fis-3443 230 14 - - PUNCT fis-3443 230 15 d d NOUN fis-3443 230 16 curve curve NOUN fis-3443 230 17 of of ADP fis-3443 230 18 gfrp gfrp PROPN fis-3443 230 19 rc rc PROPN fis-3443 230 20 beams beam NOUN fis-3443 230 21 . . PUNCT fis-3443 231 1 fig fig NOUN fis-3443 231 2 . . PUNCT fis-3443 232 1 8 8 NUM fis-3443 232 2 shows show VERB fis-3443 232 3 the the DET fis-3443 232 4 effect effect NOUN fis-3443 232 5 of of ADP fis-3443 232 6 the the DET fis-3443 232 7 presence presence NOUN fis-3443 232 8 of of ADP fis-3443 232 9 rca rca PROPN fis-3443 232 10 and and CCONJ fis-3443 232 11 reinforcement reinforcement NOUN fis-3443 232 12 type type NOUN fis-3443 232 13 and and CCONJ fis-3443 232 14 area area NOUN fis-3443 232 15 on on ADP fis-3443 232 16 the the DET fis-3443 232 17 maximum maximum ADJ fis-3443 232 18 deflection deflection NOUN fis-3443 232 19 . . PUNCT fis-3443 233 1 by by ADP fis-3443 233 2 comparing compare VERB fis-3443 233 3 the the DET fis-3443 233 4 reduction reduction NOUN fis-3443 233 5 in in ADP fis-3443 233 6 maximum maximum ADJ fis-3443 233 7 deflection deflection NOUN fis-3443 233 8 due due ADP fis-3443 233 9 to to ADP fis-3443 233 10 the the DET fis-3443 233 11 increase increase NOUN fis-3443 233 12 of of ADP fis-3443 233 13 reinforcement reinforcement NOUN fis-3443 233 14 area area NOUN fis-3443 233 15 in in ADP fis-3443 233 16 different different ADJ fis-3443 233 17 cases case NOUN fis-3443 233 18 , , PUNCT fis-3443 233 19 it it PRON fis-3443 233 20 can can AUX fis-3443 233 21 be be AUX fis-3443 233 22 stated state VERB fis-3443 233 23 that that SCONJ fis-3443 233 24 the the DET fis-3443 233 25 increase increase NOUN fis-3443 233 26 of of ADP fis-3443 233 27 steel steel NOUN fis-3443 233 28 area area NOUN fis-3443 233 29 is be AUX fis-3443 233 30 more more ADV fis-3443 233 31 pronounced pronounced ADJ fis-3443 233 32 than than ADP fis-3443 233 33 that that PRON fis-3443 233 34 of of ADP fis-3443 233 35 gfrp gfrp PROPN fis-3443 233 36 in in ADP fis-3443 233 37 decreasing decrease VERB fis-3443 233 38 the the DET fis-3443 233 39 maximum maximum ADJ fis-3443 233 40 deflection deflection NOUN fis-3443 233 41 in in ADP fis-3443 233 42 the the DET fis-3443 233 43 case case NOUN fis-3443 233 44 of of ADP fis-3443 233 45 concrete concrete NOUN fis-3443 233 46 without without ADP fis-3443 233 47 rca rca PROPN fis-3443 233 48 . . PUNCT fis-3443 234 1 in in ADP fis-3443 234 2 the the DET fis-3443 234 3 case case NOUN fis-3443 234 4 of of ADP fis-3443 234 5 lower low ADJ fis-3443 234 6 strength strength NOUN fis-3443 234 7 concrete concrete NOUN fis-3443 234 8 ( ( PUNCT fis-3443 234 9 concrete concrete NOUN fis-3443 234 10 with with ADP fis-3443 234 11 rca rca PROPN fis-3443 234 12 ) ) PUNCT fis-3443 234 13 , , PUNCT fis-3443 234 14 the the DET fis-3443 234 15 increase increase NOUN fis-3443 234 16 of of ADP fis-3443 234 17 reinforcement reinforcement NOUN fis-3443 234 18 area area NOUN fis-3443 234 19 for for ADP fis-3443 234 20 both both DET fis-3443 234 21 types type NOUN fis-3443 234 22 of of ADP fis-3443 234 23 reinforcement reinforcement NOUN fis-3443 234 24 has have VERB fis-3443 234 25 the the DET fis-3443 234 26 same same ADJ fis-3443 234 27 effect effect NOUN fis-3443 234 28 . . PUNCT fis-3443 235 1 the the DET fis-3443 235 2 effect effect NOUN fis-3443 235 3 of of ADP fis-3443 235 4 rca rca NOUN fis-3443 235 5 in in ADP fis-3443 235 6 concrete concrete NOUN fis-3443 235 7 is be AUX fis-3443 235 8 more more ADV fis-3443 235 9 pronounced pronounce VERB fis-3443 235 10 in in ADP fis-3443 235 11 the the DET fis-3443 235 12 case case NOUN fis-3443 235 13 of of ADP fis-3443 235 14 gfrp gfrp PROPN fis-3443 235 15 rc rc PROPN fis-3443 235 16 beams beam NOUN fis-3443 235 17 . . PUNCT fis-3443 236 1 fig fig NOUN fis-3443 236 2 . . PUNCT fis-3443 237 1 9 9 NUM fis-3443 237 2 shows show VERB fis-3443 237 3 the the DET fis-3443 237 4 effect effect NOUN fis-3443 237 5 of of ADP fis-3443 237 6 the the DET fis-3443 237 7 presence presence NOUN fis-3443 237 8 of of ADP fis-3443 237 9 rca rca PROPN fis-3443 237 10 and and CCONJ fis-3443 237 11 reinforcement reinforcement NOUN fis-3443 237 12 type type NOUN fis-3443 237 13 and and CCONJ fis-3443 237 14 area area NOUN fis-3443 237 15 on on ADP fis-3443 237 16 the the DET fis-3443 237 17 ultimate ultimate ADJ fis-3443 237 18 load load NOUN fis-3443 237 19 of of ADP fis-3443 237 20 rc rc PROPN fis-3443 237 21 beams beam NOUN fis-3443 237 22 . . PUNCT fis-3443 238 1 it it PRON fis-3443 238 2 can can AUX fis-3443 238 3 be be AUX fis-3443 238 4 seen see VERB fis-3443 238 5 that that SCONJ fis-3443 238 6 the the DET fis-3443 238 7 ultimate ultimate ADJ fis-3443 238 8 loads load NOUN fis-3443 238 9 of of ADP fis-3443 238 10 gfrp gfrp PROPN fis-3443 238 11 rc rc PROPN fis-3443 238 12 beams beam VERB fis-3443 238 13 with with ADP fis-3443 238 14 / / SYM fis-3443 238 15 without without ADP fis-3443 238 16 rca rca PROPN fis-3443 238 17 were be AUX fis-3443 238 18 slightly slightly ADV fis-3443 238 19 lower low ADJ fis-3443 238 20 than than ADP fis-3443 238 21 those those PRON fis-3443 238 22 of of ADP fis-3443 238 23 steel steel NOUN fis-3443 238 24 rc rc PROPN fis-3443 238 25 beams beam NOUN fis-3443 238 26 . . PUNCT fis-3443 239 1 this this PRON fis-3443 239 2 may may AUX fis-3443 239 3 be be AUX fis-3443 239 4 attributed attribute VERB fis-3443 239 5 to to ADP fis-3443 239 6 the the DET fis-3443 239 7 steel steel NOUN fis-3443 239 8 interlocking interlock VERB fis-3443 239 9 effect effect NOUN fis-3443 239 10 , , PUNCT fis-3443 239 11 which which PRON fis-3443 239 12 improves improve VERB fis-3443 239 13 the the DET fis-3443 239 14 bond bond NOUN fis-3443 239 15 between between ADP fis-3443 239 16 steel steel NOUN fis-3443 239 17 bars bar NOUN fis-3443 239 18 and and CCONJ fis-3443 239 19 concrete concrete NOUN fis-3443 239 20 , , PUNCT fis-3443 239 21 increasing increase VERB fis-3443 239 22 load load NOUN fis-3443 239 23 - - PUNCT fis-3443 239 24 carrying carry VERB fis-3443 239 25 capacity capacity NOUN fis-3443 239 26 . . PUNCT fis-3443 240 1 when when SCONJ fis-3443 240 2 the the DET fis-3443 240 3 reinforcement reinforcement NOUN fis-3443 240 4 bars bar NOUN fis-3443 240 5 can can AUX fis-3443 240 6 not not PART fis-3443 240 7 transfer transfer VERB fis-3443 240 8 the the DET fis-3443 240 9 bond bond NOUN fis-3443 240 10 force force NOUN fis-3443 240 11 , , PUNCT fis-3443 240 12 cracks crack NOUN fis-3443 240 13 parallel parallel ADJ fis-3443 240 14 to to ADP fis-3443 240 15 the the DET fis-3443 240 16 rebar rebar NOUN fis-3443 240 17 are be AUX fis-3443 240 18 developed develop VERB fis-3443 240 19 [ [ PUNCT fis-3443 240 20 34 34 NUM fis-3443 240 21 ] ] PUNCT fis-3443 240 22 . . PUNCT fis-3443 241 1 furthermore furthermore ADV fis-3443 241 2 , , PUNCT fis-3443 241 3 it it PRON fis-3443 241 4 can can AUX fis-3443 241 5 be be AUX fis-3443 241 6 observed observe VERB fis-3443 241 7 that that SCONJ fis-3443 241 8 the the DET fis-3443 241 9 rc rc PROPN fis-3443 241 10 beams beam NOUN fis-3443 241 11 made make VERB fis-3443 241 12 of of ADP fis-3443 241 13 recycled recycled ADJ fis-3443 241 14 aggregate aggregate NOUN fis-3443 241 15 and and CCONJ fis-3443 241 16 reinforced reinforce VERB fis-3443 241 17 with with ADP fis-3443 241 18 either either CCONJ fis-3443 241 19 gfrp gfrp PROPN fis-3443 241 20 or or CCONJ fis-3443 241 21 steel steel NOUN fis-3443 241 22 reinforcement reinforcement NOUN fis-3443 241 23 had have VERB fis-3443 241 24 a a DET fis-3443 241 25 load load NOUN fis-3443 241 26 - - PUNCT fis-3443 241 27 carrying carry VERB fis-3443 241 28 capacity capacity NOUN fis-3443 241 29 lower low ADJ fis-3443 241 30 than than ADP fis-3443 241 31 that that DET fis-3443 241 32 beams beam NOUN fis-3443 241 33 made make VERB fis-3443 241 34 of of ADP fis-3443 241 35 natural natural ADJ fis-3443 241 36 coarse coarse NOUN fis-3443 241 37 aggregate aggregate NOUN fis-3443 241 38 by by ADP fis-3443 241 39 about about ADV fis-3443 241 40 5 5 NUM fis-3443 241 41 % % NOUN fis-3443 241 42 , , PUNCT fis-3443 241 43 11 11 NUM fis-3443 241 44 % % NOUN fis-3443 241 45 , , PUNCT fis-3443 241 46 and and CCONJ fis-3443 241 47 9 9 NUM fis-3443 241 48 % % NOUN fis-3443 241 49 for for ADP fis-3443 241 50 beams beam NOUN fis-3443 241 51 brg1 brg1 PROPN fis-3443 241 52 , , PUNCT fis-3443 241 53 brg2 brg2 PROPN fis-3443 241 54 , , PUNCT fis-3443 241 55 and and CCONJ fis-3443 241 56 brg3 brg3 NOUN fis-3443 241 57 , , PUNCT fis-3443 241 58 respectively respectively ADV fis-3443 241 59 , , PUNCT fis-3443 241 60 and and CCONJ fis-3443 241 61 about about ADV fis-3443 241 62 10 10 NUM fis-3443 241 63 % % NOUN fis-3443 241 64 , , PUNCT fis-3443 241 65 1.3 1.3 NUM fis-3443 241 66 % % NOUN fis-3443 241 67 , , PUNCT fis-3443 241 68 and and CCONJ fis-3443 241 69 4 4 NUM fis-3443 241 70 % % NOUN fis-3443 241 71 for for ADP fis-3443 241 72 beams beam NOUN fis-3443 241 73 r. r. PROPN fis-3443 241 74 elsadany elsadany PROPN fis-3443 241 75 et et PROPN fis-3443 241 76 alii alii PROPN fis-3443 241 77 , , PUNCT fis-3443 241 78 frattura frattura PROPN fis-3443 241 79 ed ed PROPN fis-3443 241 80 integrità integrità PROPN fis-3443 241 81 strutturale strutturale PROPN fis-3443 241 82 , , PUNCT fis-3443 241 83 61 61 NUM fis-3443 241 84 ( ( PUNCT fis-3443 241 85 2022 2022 NUM fis-3443 241 86 ) ) PUNCT fis-3443 241 87 294 294 NUM fis-3443 241 88 - - SYM fis-3443 241 89 307 307 NUM fis-3443 241 90 ; ; PUNCT fis-3443 241 91 doi doi NOUN fis-3443 241 92 : : PUNCT fis-3443 241 93 10.3221 10.3221 NUM fis-3443 241 94 / / SYM fis-3443 241 95 igf igf PROPN fis-3443 241 96 - - PUNCT fis-3443 241 97 esis.61.20 esis.61.20 PROPN fis-3443 241 98     SPACE fis-3443 241 99 305 305 NUM fis-3443 241 100 brs1 brs1 NOUN fis-3443 241 101 , , PUNCT fis-3443 241 102 brs2 brs2 PROPN fis-3443 241 103 , , PUNCT fis-3443 241 104 and and CCONJ fis-3443 241 105 brs3 brs3 PROPN fis-3443 241 106 , , PUNCT fis-3443 241 107 respectively respectively ADV fis-3443 241 108 . . PUNCT fis-3443 242 1 this this DET fis-3443 242 2 reduction reduction NOUN fis-3443 242 3 is be AUX fis-3443 242 4 attributed attribute VERB fis-3443 242 5 to to ADP fis-3443 242 6 the the DET fis-3443 242 7 lower low ADJ fis-3443 242 8 compressive compressive ADJ fis-3443 242 9 strength strength NOUN fis-3443 242 10 of of ADP fis-3443 242 11 concrete concrete NOUN fis-3443 242 12 made make VERB fis-3443 242 13 with with ADP fis-3443 242 14 recycled recycled ADJ fis-3443 242 15 aggregate aggregate NOUN fis-3443 242 16 than than ADP fis-3443 242 17 concrete concrete ADJ fis-3443 242 18 made make VERB fis-3443 242 19 with with ADP fis-3443 242 20 natural natural ADJ fis-3443 242 21 aggregate aggregate NOUN fis-3443 242 22 . . PUNCT fis-3443 243 1 27 27 NUM fis-3443 243 2 25 25 NUM fis-3443 243 3 23 23 NUM fis-3443 243 4 35 35 NUM fis-3443 243 5 32 32 NUM fis-3443 243 6 31 31 NUM fis-3443 243 7 22 22 NUM fis-3443 243 8 18 18 NUM fis-3443 243 9 17 17 NUM fis-3443 243 10 25 25 NUM fis-3443 243 11 22 22 NUM fis-3443 243 12 19 19 NUM fis-3443 243 13 0 0 NUM fis-3443 243 14 10 10 NUM fis-3443 243 15 20 20 NUM fis-3443 243 16 30 30 NUM fis-3443 243 17 40 40 NUM fis-3443 243 18 50 50 NUM fis-3443 243 19 beam beam NOUN fis-3443 243 20     SPACE fis-3443 243 21 1 1 NUM fis-3443 243 22 beam beam NOUN fis-3443 243 23     SPACE fis-3443 243 24 2 2 NUM fis-3443 243 25 beam beam NOUN fis-3443 243 26     SPACE fis-3443 243 27 3 3 NUM fis-3443 243 28 bng bng PROPN fis-3443 243 29 brg brg PROPN fis-3443 243 30 bns bns PROPN fis-3443 243 31 brs brs PROPN fis-3443 243 32 d d X fis-3443 243 33 ef ef X fis-3443 243 34 le le PROPN fis-3443 243 35 ct ct PROPN fis-3443 243 36 io io PROPN fis-3443 243 37 n n PROPN fis-3443 243 38 , , PUNCT fis-3443 243 39     SPACE fis-3443 243 40 m m VERB fis-3443 243 41 m m VERB fis-3443 243 42 figure figure NOUN fis-3443 243 43 8 8 NUM fis-3443 243 44 : : PUNCT fis-3443 243 45 maximum maximum ADJ fis-3443 243 46 deflection deflection NOUN fis-3443 243 47 for for ADP fis-3443 243 48 all all DET fis-3443 243 49 rc rc PROPN fis-3443 243 50 beams beam NOUN fis-3443 243 51 . . PUNCT fis-3443 244 1 57 57 NUM fis-3443 244 2 70 70 NUM fis-3443 244 3 79 79 NUM fis-3443 244 4 54 54 NUM fis-3443 244 5 62 62 NUM fis-3443 244 6 7270 7270 NUM fis-3443 244 7 79 79 NUM fis-3443 244 8 89 89 NUM fis-3443 244 9 63 63 NUM fis-3443 244 10 78 78 NUM fis-3443 244 11 85 85 NUM fis-3443 244 12 0 0 NUM fis-3443 244 13 20 20 NUM fis-3443 244 14 40 40 NUM fis-3443 244 15 60 60 NUM fis-3443 244 16 80 80 NUM fis-3443 244 17 100 100 NUM fis-3443 244 18 beam beam NOUN fis-3443 244 19     SPACE fis-3443 244 20 1 1 NUM fis-3443 244 21 beam beam NOUN fis-3443 244 22     SPACE fis-3443 244 23 2 2 NUM fis-3443 244 24 beam beam NOUN fis-3443 244 25     SPACE fis-3443 244 26 3 3 NUM fis-3443 244 27 bng bng PROPN fis-3443 244 28 brg brg PROPN fis-3443 244 29 bns bns PROPN fis-3443 244 30 brs brs PROPN fis-3443 244 31 u u PROPN fis-3443 245 1 lt lt PRON fis-3443 246 1 i i PRON fis-3443 246 2 m m VERB fis-3443 246 3 at at ADP fis-3443 246 4 e e PROPN fis-3443 246 5 lo lo PROPN fis-3443 246 6 ad ad NOUN fis-3443 246 7     SPACE fis-3443 246 8 ( ( PUNCT fis-3443 246 9 kn kn PROPN fis-3443 246 10 ) ) PUNCT fis-3443 246 11 figure figure NOUN fis-3443 246 12 9 9 NUM fis-3443 246 13 : : PUNCT fis-3443 246 14 ultimate ultimate ADJ fis-3443 246 15 loads load NOUN fis-3443 246 16 values value NOUN fis-3443 246 17 for for ADP fis-3443 246 18 beams beam NOUN fis-3443 246 19 . . PUNCT fis-3443 247 1 conclusion conclusion NOUN fis-3443 247 2 ased ase VERB fis-3443 247 3 on on ADP fis-3443 247 4 this this DET fis-3443 247 5 study study NOUN fis-3443 247 6 , , PUNCT fis-3443 247 7 the the DET fis-3443 247 8 following follow VERB fis-3443 247 9 conclusions conclusion NOUN fis-3443 247 10 can can AUX fis-3443 247 11 be be AUX fis-3443 247 12 drawn draw VERB fis-3443 247 13 : : PUNCT fis-3443 247 14   ADP fis-3443 247 15 the the DET fis-3443 247 16 characteristics characteristic NOUN fis-3443 247 17 of of ADP fis-3443 247 18 concrete concrete NOUN fis-3443 247 19 made make VERB fis-3443 247 20 with with ADP fis-3443 247 21 rca rca PROPN fis-3443 247 22 showed show VERB fis-3443 247 23 an an DET fis-3443 247 24 acceptable acceptable ADJ fis-3443 247 25 lower low ADJ fis-3443 247 26 compressive compressive ADJ fis-3443 247 27 strength strength NOUN fis-3443 247 28 value value NOUN fis-3443 247 29 than than ADP fis-3443 247 30 concrete concrete ADJ fis-3443 247 31 without without ADP fis-3443 247 32 rca rca PROPN fis-3443 247 33 ( ( PUNCT fis-3443 247 34 ≈ ≈ PROPN fis-3443 247 35 13 13 NUM fis-3443 247 36 % % NOUN fis-3443 247 37 reduction reduction NOUN fis-3443 247 38 ) ) PUNCT fis-3443 247 39 and and CCONJ fis-3443 247 40 a a DET fis-3443 247 41 higher high ADJ fis-3443 247 42 absorption absorption NOUN fis-3443 247 43 ratio ratio NOUN fis-3443 247 44 ( ( PUNCT fis-3443 247 45 ≈ ≈ PROPN fis-3443 247 46 60 60 NUM fis-3443 247 47 % % NOUN fis-3443 247 48 higher high ADJ fis-3443 247 49 than than ADP fis-3443 247 50 natural natural ADJ fis-3443 247 51 aggregate aggregate ADJ fis-3443 247 52 concrete concrete NOUN fis-3443 247 53 ) ) PUNCT fis-3443 247 54 . . PUNCT fis-3443 248 1   X fis-3443 248 2 the the DET fis-3443 248 3 gfrp gfrp PROPN fis-3443 248 4 rc rc PROPN fis-3443 248 5 beams beam NOUN fis-3443 248 6 with with ADP fis-3443 248 7 rca rca PROPN fis-3443 248 8 had have VERB fis-3443 248 9 sufficient sufficient ADJ fis-3443 248 10 load load NOUN fis-3443 248 11 - - PUNCT fis-3443 248 12 carrying carry VERB fis-3443 248 13 capacities capacity NOUN fis-3443 248 14 compared compare VERB fis-3443 248 15 to to ADP fis-3443 248 16 those those DET fis-3443 248 17 beams beam NOUN fis-3443 248 18 without without ADP fis-3443 248 19 rca rca PROPN fis-3443 248 20 ( ( PUNCT fis-3443 248 21 ≈ ≈ PROPN fis-3443 248 22 reduction reduction NOUN fis-3443 248 23 of of ADP fis-3443 248 24 5 5 NUM fis-3443 248 25 % % NOUN fis-3443 248 26 , , PUNCT fis-3443 248 27 11 11 NUM fis-3443 248 28 % % NOUN fis-3443 248 29 , , PUNCT fis-3443 248 30 and and CCONJ fis-3443 248 31 9 9 NUM fis-3443 248 32 % % NOUN fis-3443 248 33 for for ADP fis-3443 248 34 reinforcement reinforcement NOUN fis-3443 248 35 ratios ratio NOUN fis-3443 248 36 0.011 0.011 NUM fis-3443 248 37 , , PUNCT fis-3443 248 38 0.022 0.022 NUM fis-3443 248 39 , , PUNCT fis-3443 248 40 and and CCONJ fis-3443 248 41 0.033 0.033 NUM fis-3443 248 42 , , PUNCT fis-3443 248 43 respectively respectively ADV fis-3443 248 44 ) ) PUNCT fis-3443 248 45 . . PUNCT fis-3443 249 1   ADP fis-3443 249 2 the the DET fis-3443 249 3 steel steel NOUN fis-3443 249 4 rc rc PROPN fis-3443 249 5 beams beam NOUN fis-3443 249 6 with with ADP fis-3443 249 7 rca rca PROPN fis-3443 249 8 had have VERB fis-3443 249 9 a a DET fis-3443 249 10 good good ADJ fis-3443 249 11 load load NOUN fis-3443 249 12 carrying carry VERB fis-3443 249 13 capacity capacity NOUN fis-3443 249 14 compared compare VERB fis-3443 249 15 to to ADP fis-3443 249 16 those those PRON fis-3443 249 17 without without ADP fis-3443 249 18 rca rca PROPN fis-3443 249 19 ( ( PUNCT fis-3443 249 20 ≈ ≈ PROPN fis-3443 249 21 reduction reduction NOUN fis-3443 249 22 of of ADP fis-3443 249 23 10 10 NUM fis-3443 249 24 % % NOUN fis-3443 249 25 , , PUNCT fis-3443 249 26 1.3 1.3 NUM fis-3443 249 27 % % NOUN fis-3443 249 28 , , PUNCT fis-3443 249 29 and and CCONJ fis-3443 249 30 4 4 NUM fis-3443 249 31 % % NOUN fis-3443 249 32 for for ADP fis-3443 249 33 reinforcement reinforcement NOUN fis-3443 249 34 ratios ratio NOUN fis-3443 249 35 0.011 0.011 NUM fis-3443 249 36 , , PUNCT fis-3443 249 37 0.022 0.022 NUM fis-3443 249 38 , , PUNCT fis-3443 249 39 and and CCONJ fis-3443 249 40 0.033 0.033 NUM fis-3443 249 41 , , PUNCT fis-3443 249 42 respectively respectively ADV fis-3443 249 43 ) ) PUNCT fis-3443 249 44 . . PUNCT fis-3443 250 1   PROPN fis-3443 250 2 ll ll AUX fis-3443 250 3 gfrp gfrp PROPN fis-3443 250 4 rc rc PROPN fis-3443 250 5 beams beam NOUN fis-3443 250 6 had have VERB fis-3443 250 7 lower low ADJ fis-3443 250 8 ultimate ultimate ADJ fis-3443 250 9 loads load NOUN fis-3443 250 10 than than ADP fis-3443 250 11 those those PRON fis-3443 250 12 of of ADP fis-3443 250 13 corresponding correspond VERB fis-3443 250 14 steel steel NOUN fis-3443 250 15 rc rc PROPN fis-3443 250 16 beams beam NOUN fis-3443 250 17 . . PUNCT fis-3443 251 1 these these DET fis-3443 251 2 reductions reduction NOUN fis-3443 251 3 are be AUX fis-3443 251 4 b b PROPN fis-3443 251 5 r. r. X fis-3443 251 6 elsadany elsadany PROPN fis-3443 251 7 et et PROPN fis-3443 251 8 alii alii PROPN fis-3443 251 9 , , PUNCT fis-3443 251 10 frattura frattura PROPN fis-3443 251 11 ed ed PROPN fis-3443 251 12 integrità integrità PROPN fis-3443 251 13 strutturale strutturale PROPN fis-3443 251 14 , , PUNCT fis-3443 251 15 61 61 NUM fis-3443 251 16 ( ( PUNCT fis-3443 251 17 2022 2022 NUM fis-3443 251 18 ) ) PUNCT fis-3443 251 19 294 294 NUM fis-3443 251 20 - - SYM fis-3443 251 21 307 307 NUM fis-3443 251 22 ; ; PUNCT fis-3443 251 23 doi doi NOUN fis-3443 251 24 : : PUNCT fis-3443 251 25 10.3221 10.3221 NUM fis-3443 251 26 / / SYM fis-3443 251 27 igf igf PROPN fis-3443 251 28 - - PUNCT fis-3443 251 29 esis.61.20 esis.61.20 PROPN fis-3443 251 30                                                                                                                 SPACE fis-3443 251 31 306 306 NUM fis-3443 251 32 about about ADV fis-3443 251 33 19 19 NUM fis-3443 251 34 % % NOUN fis-3443 251 35 , , PUNCT fis-3443 251 36 11 11 NUM fis-3443 251 37 % % NOUN fis-3443 251 38 , , PUNCT fis-3443 251 39 and and CCONJ fis-3443 251 40 11 11 NUM fis-3443 251 41 % % NOUN fis-3443 251 42 for for ADP fis-3443 251 43 beams beam NOUN fis-3443 251 44 without without ADP fis-3443 251 45 rca rca NOUN fis-3443 251 46 and and CCONJ fis-3443 251 47 14 14 NUM fis-3443 251 48 % % NOUN fis-3443 251 49 , , PUNCT fis-3443 251 50 21 21 NUM fis-3443 251 51 % % NOUN fis-3443 251 52 , , PUNCT fis-3443 251 53 and and CCONJ fis-3443 251 54 15 15 NUM fis-3443 251 55 % % NOUN fis-3443 251 56 for for ADP fis-3443 251 57 beams beam NOUN fis-3443 251 58 with with ADP fis-3443 251 59 rca rca PROPN fis-3443 251 60 , , PUNCT fis-3443 251 61 considering consider VERB fis-3443 251 62 reinforcements reinforcement NOUN fis-3443 251 63 ratios ratio NOUN fis-3443 251 64 ( ( PUNCT fis-3443 251 65 0.011 0.011 NUM fis-3443 251 66 , , PUNCT fis-3443 251 67 0.022 0.022 NUM fis-3443 251 68 , , PUNCT fis-3443 251 69 and and CCONJ fis-3443 251 70 0.033 0.033 NUM fis-3443 251 71 ) ) PUNCT fis-3443 251 72 , , PUNCT fis-3443 251 73 respectively respectively ADV fis-3443 251 74 . . PUNCT fis-3443 252 1   ADP fis-3443 252 2 the the DET fis-3443 252 3 use use NOUN fis-3443 252 4 of of ADP fis-3443 252 5 rca rca PROPN fis-3443 252 6 increases increase VERB fis-3443 252 7 the the DET fis-3443 252 8 deflection deflection NOUN fis-3443 252 9 of of ADP fis-3443 252 10 rc rc PROPN fis-3443 252 11 beams beam NOUN fis-3443 252 12 compared compare VERB fis-3443 252 13 to to ADP fis-3443 252 14 rc rc PROPN fis-3443 252 15 beams beam NOUN fis-3443 252 16 without without ADP fis-3443 252 17 rca rca PROPN fis-3443 252 18 due due ADP fis-3443 252 19 to to ADP fis-3443 252 20 the the DET fis-3443 252 21 lower low ADJ fis-3443 252 22 modulus modulus NOUN fis-3443 252 23 of of ADP fis-3443 252 24 elasticity elasticity NOUN fis-3443 252 25 of of ADP fis-3443 252 26 gfrp gfrp PROPN fis-3443 252 27 . . PUNCT fis-3443 253 1   ADP fis-3443 253 2 the the DET fis-3443 253 3 ultimate ultimate ADJ fis-3443 253 4 loads load NOUN fis-3443 253 5 of of ADP fis-3443 253 6 gfrp gfrp PROPN fis-3443 253 7 rc rc PROPN fis-3443 253 8 beams beam NOUN fis-3443 253 9 are be AUX fis-3443 253 10 more more ADV fis-3443 253 11 affected affect VERB fis-3443 253 12 by by ADP fis-3443 253 13 the the DET fis-3443 253 14 compressive compressive ADJ fis-3443 253 15 strength strength NOUN fis-3443 253 16 of of ADP fis-3443 253 17 concrete concrete NOUN fis-3443 253 18 than than ADP fis-3443 253 19 steel steel NOUN fis-3443 253 20 rc rc PROPN fis-3443 253 21 beams beam NOUN fis-3443 253 22 due due ADP fis-3443 253 23 to to ADP fis-3443 253 24 the the DET fis-3443 253 25 lower low ADJ fis-3443 253 26 modulus modulus NOUN fis-3443 253 27 of of ADP fis-3443 253 28 elasticity elasticity NOUN fis-3443 253 29 of of ADP fis-3443 253 30 gfrp gfrp PROPN fis-3443 253 31 . . PUNCT fis-3443 254 1 this this PRON fis-3443 254 2 is be AUX fis-3443 254 3 a a DET fis-3443 254 4 limitation limitation NOUN fis-3443 254 5 on on ADP fis-3443 254 6 the the DET fis-3443 254 7 use use NOUN fis-3443 254 8 of of ADP fis-3443 254 9 either either PRON fis-3443 254 10 gfrp gfrp PROPN fis-3443 254 11 bars bar NOUN fis-3443 254 12 or or CCONJ fis-3443 254 13 rca rca PROPN fis-3443 254 14 . . PUNCT fis-3443 255 1   PROPN fis-3443 255 2 based base VERB fis-3443 255 3 on on ADP fis-3443 255 4 the the DET fis-3443 255 5 strength strength NOUN fis-3443 255 6 , , PUNCT fis-3443 255 7 durability durability NOUN fis-3443 255 8 , , PUNCT fis-3443 255 9 and and CCONJ fis-3443 255 10 sustainability sustainability NOUN fis-3443 255 11 points point NOUN fis-3443 255 12 of of ADP fis-3443 255 13 view view NOUN fis-3443 255 14 , , PUNCT fis-3443 255 15 the the DET fis-3443 255 16 economic economic ADJ fis-3443 255 17 benefit benefit NOUN fis-3443 255 18 is be AUX fis-3443 255 19 considered consider VERB fis-3443 255 20 another another DET fis-3443 255 21 limitation limitation NOUN fis-3443 255 22 of of ADP fis-3443 255 23 using use VERB fis-3443 255 24 either either CCONJ fis-3443 255 25 gfrp gfrp PROPN fis-3443 255 26 or or CCONJ fis-3443 255 27 rca rca PROPN fis-3443 255 28 . . PUNCT fis-3443 256 1 therefore therefore ADV fis-3443 256 2 , , PUNCT fis-3443 256 3 additional additional ADJ fis-3443 256 4 research research NOUN fis-3443 256 5 should should AUX fis-3443 256 6 be be AUX fis-3443 256 7 conducted conduct VERB fis-3443 256 8 to to PART fis-3443 256 9 cover cover VERB fis-3443 256 10 the the DET fis-3443 256 11 durability durability NOUN fis-3443 256 12 and and CCONJ fis-3443 256 13 sustainability sustainability NOUN fis-3443 256 14 of of ADP fis-3443 256 15 such such ADJ fis-3443 256 16 materials material NOUN fis-3443 256 17 . . PUNCT fis-3443 257 1 references reference NOUN fis-3443 257 2 [ [ X fis-3443 257 3 1 1 NUM fis-3443 257 4 ] ] X fis-3443 257 5 rao rao PROPN fis-3443 257 6 , , PUNCT fis-3443 257 7 a. a. PROPN fis-3443 257 8 , , PUNCT fis-3443 257 9 jha jha PROPN fis-3443 257 10 , , PUNCT fis-3443 257 11 k. k. PROPN fis-3443 257 12 n. n. PROPN fis-3443 257 13 , , PUNCT fis-3443 257 14 and and CCONJ fis-3443 257 15 misra misra NOUN fis-3443 257 16 , , PUNCT fis-3443 257 17 s. s. PROPN fis-3443 257 18 ( ( PUNCT fis-3443 257 19 2007 2007 NUM fis-3443 257 20 ) ) PUNCT fis-3443 257 21 . . PUNCT fis-3443 258 1 use use NOUN fis-3443 258 2 of of ADP fis-3443 258 3 aggregates aggregate NOUN fis-3443 258 4 from from ADP fis-3443 258 5 recycled recycle VERB fis-3443 258 6 construction construction NOUN fis-3443 258 7 and and CCONJ fis-3443 258 8 demolition demolition NOUN fis-3443 258 9 waste waste NOUN fis-3443 258 10 in in ADP fis-3443 258 11 concrete concrete NOUN fis-3443 258 12 . . PUNCT fis-3443 259 1 resources resource NOUN fis-3443 259 2 , , PUNCT fis-3443 259 3 conservation conservation NOUN fis-3443 259 4 and and CCONJ fis-3443 259 5 recycling recycling NOUN fis-3443 259 6 , , PUNCT fis-3443 259 7 50(1 50(1 NUM fis-3443 259 8 ) ) PUNCT fis-3443 259 9 , , PUNCT fis-3443 259 10 pp pp ADJ fis-3443 259 11 . . PUNCT fis-3443 260 1 71 71 NUM fis-3443 260 2 - - SYM fis-3443 260 3 81 81 NUM fis-3443 260 4 . . PUNCT fis-3443 261 1 doi doi NOUN fis-3443 261 2 : : PUNCT fis-3443 261 3 10.1016 10.1016 NUM fis-3443 261 4 / / SYM fis-3443 261 5 j.resconrec.2006.05.010 j.resconrec.2006.05.010 PROPN fis-3443 261 6 . . PUNCT fis-3443 262 1 [ [ X fis-3443 262 2 2 2 NUM fis-3443 262 3 ] ] PUNCT fis-3443 262 4 sormunen sormunen PROPN fis-3443 262 5 , , PUNCT fis-3443 262 6 p. p. NOUN fis-3443 262 7 , , PUNCT fis-3443 262 8 and and CCONJ fis-3443 262 9 kärki kärki NOUN fis-3443 262 10 , , PUNCT fis-3443 262 11 t. t. PROPN fis-3443 262 12 ( ( PUNCT fis-3443 262 13 2019 2019 NUM fis-3443 262 14 ) ) PUNCT fis-3443 262 15 . . PUNCT fis-3443 263 1 recycled recycle VERB fis-3443 263 2 construction construction NOUN fis-3443 263 3 and and CCONJ fis-3443 263 4 demolition demolition NOUN fis-3443 263 5 waste waste NOUN fis-3443 263 6 as as ADP fis-3443 263 7 a a DET fis-3443 263 8 possible possible ADJ fis-3443 263 9 source source NOUN fis-3443 263 10 of of ADP fis-3443 263 11 materials material NOUN fis-3443 263 12 for for ADP fis-3443 263 13 composite composite ADJ fis-3443 263 14 manufacturing manufacturing NOUN fis-3443 263 15 . . PUNCT fis-3443 264 1 journal journal NOUN fis-3443 264 2 of of ADP fis-3443 264 3 building build VERB fis-3443 264 4 engineering engineering NOUN fis-3443 264 5 , , PUNCT fis-3443 264 6 24 24 NUM fis-3443 264 7 , , PUNCT fis-3443 264 8 100742 100742 NUM fis-3443 264 9 . . PUNCT fis-3443 265 1 doi doi NOUN fis-3443 265 2 : : PUNCT fis-3443 265 3 10.1016 10.1016 NUM fis-3443 265 4 / / SYM fis-3443 265 5 j.jobe.2019.100742 j.jobe.2019.100742 NOUN fis-3443 265 6 . . PUNCT fis-3443 266 1 [ [ X fis-3443 266 2 3 3 NUM fis-3443 266 3 ] ] X fis-3443 266 4 da da PROPN fis-3443 266 5 rosa rosa PROPN fis-3443 266 6 azambuja azambuja PROPN fis-3443 266 7 , , PUNCT fis-3443 266 8 r. r. PROPN fis-3443 266 9 , , PUNCT fis-3443 266 10 de de X fis-3443 266 11 castro castro X fis-3443 266 12 , , PUNCT fis-3443 266 13 v. v. PROPN fis-3443 266 14 g. g. PROPN fis-3443 266 15 , , PUNCT fis-3443 266 16 trianoski trianoski NOUN fis-3443 266 17 , , PUNCT fis-3443 266 18 r. r. PROPN fis-3443 266 19 , , PUNCT fis-3443 266 20 and and CCONJ fis-3443 266 21 iwakiri iwakiri NOUN fis-3443 266 22 , , PUNCT fis-3443 266 23 s. s. PROPN fis-3443 266 24 ( ( PUNCT fis-3443 266 25 2018 2018 NUM fis-3443 266 26 ) ) PUNCT fis-3443 266 27 . . PUNCT fis-3443 267 1 utilization utilization NOUN fis-3443 267 2 of of ADP fis-3443 267 3 construction construction NOUN fis-3443 267 4 and and CCONJ fis-3443 267 5 demolition demolition NOUN fis-3443 267 6 waste waste NOUN fis-3443 267 7 for for ADP fis-3443 267 8 particleboard particleboard NOUN fis-3443 267 9 production production NOUN fis-3443 267 10 . . PUNCT fis-3443 268 1 journal journal NOUN fis-3443 268 2 of of ADP fis-3443 268 3 building build VERB fis-3443 268 4 engineering engineering NOUN fis-3443 268 5 , , PUNCT fis-3443 268 6 20 20 NUM fis-3443 268 7 , , PUNCT fis-3443 268 8 pp pp ADJ fis-3443 268 9 . . PUNCT fis-3443 269 1 488 488 NUM fis-3443 269 2 - - SYM fis-3443 269 3 492 492 NUM fis-3443 269 4 . . PUNCT fis-3443 270 1 doi doi NOUN fis-3443 270 2 : : PUNCT fis-3443 270 3 10.1016 10.1016 NUM fis-3443 270 4 / / SYM fis-3443 270 5 j.jobe.2018.07.019 j.jobe.2018.07.019 PROPN fis-3443 270 6 . . PUNCT fis-3443 271 1 [ [ X fis-3443 271 2 4 4 NUM fis-3443 271 3 ] ] X fis-3443 271 4 salgado salgado PROPN fis-3443 271 5 , , PUNCT fis-3443 271 6 f.d f.d NOUN fis-3443 271 7 - - PUNCT fis-3443 271 8 a. a. NOUN fis-3443 271 9 , , PUNCT fis-3443 271 10 and and CCONJ fis-3443 271 11 silva silva NOUN fis-3443 271 12 , , PUNCT fis-3443 271 13 f.d f.d PROPN fis-3443 271 14 - - PUNCT fis-3443 271 15 a. a. NOUN fis-3443 271 16 ( ( PUNCT fis-3443 271 17 2022 2022 NUM fis-3443 271 18 ) ) PUNCT fis-3443 271 19 . . PUNCT fis-3443 271 20 recycled recycle VERB fis-3443 271 21 aggregates aggregate NOUN fis-3443 271 22 from from ADP fis-3443 271 23 construction construction NOUN fis-3443 271 24 and and CCONJ fis-3443 271 25 demolition demolition NOUN fis-3443 271 26 waste waste NOUN fis-3443 271 27 towards towards ADP fis-3443 271 28 an an DET fis-3443 271 29 application application NOUN fis-3443 271 30 on on ADP fis-3443 271 31 structural structural ADJ fis-3443 271 32 concrete concrete NOUN fis-3443 271 33 : : PUNCT fis-3443 271 34 a a DET fis-3443 271 35 review review NOUN fis-3443 271 36 . . PUNCT fis-3443 272 1 journal journal NOUN fis-3443 272 2 of of ADP fis-3443 272 3 building build VERB fis-3443 272 4 engineering engineering NOUN fis-3443 272 5 , , PUNCT fis-3443 272 6 in in ADP fis-3443 272 7 press press NOUN fis-3443 272 8 , , PUNCT fis-3443 272 9 104452 104452 NUM fis-3443 272 10 . . PUNCT fis-3443 273 1 doi doi NOUN fis-3443 273 2 : : PUNCT fis-3443 273 3 10.1016 10.1016 NUM fis-3443 273 4 / / SYM fis-3443 273 5 j.jobe.2022.104452 j.jobe.2022.104452 NOUN fis-3443 273 6 [ [ X fis-3443 273 7 5 5 NUM fis-3443 273 8 ] ] X fis-3443 273 9 de de X fis-3443 273 10 brito brito PROPN fis-3443 273 11 , , PUNCT fis-3443 273 12 j. j. PROPN fis-3443 273 13 , , PUNCT fis-3443 273 14 ferreira ferreira PROPN fis-3443 273 15 , , PUNCT fis-3443 273 16 j. j. PROPN fis-3443 273 17 , , PUNCT fis-3443 273 18 pacheco pacheco PROPN fis-3443 273 19 , , PUNCT fis-3443 273 20 j. j. PROPN fis-3443 273 21 , , PUNCT fis-3443 273 22 soares soares PROPN fis-3443 273 23 , , PUNCT fis-3443 273 24 d. d. PROPN fis-3443 273 25 , , PUNCT fis-3443 273 26 and and CCONJ fis-3443 273 27 guerreiro guerreiro PROPN fis-3443 273 28 , , PUNCT fis-3443 273 29 m. m. NOUN fis-3443 273 30 ( ( PUNCT fis-3443 273 31 2016 2016 NUM fis-3443 273 32 ) ) PUNCT fis-3443 273 33 . . PUNCT fis-3443 274 1 structural structural ADJ fis-3443 274 2 , , PUNCT fis-3443 274 3 material material NOUN fis-3443 274 4 , , PUNCT fis-3443 274 5 mechanical mechanical ADJ fis-3443 274 6 and and CCONJ fis-3443 274 7 durability durability NOUN fis-3443 274 8 properties property NOUN fis-3443 274 9 and and CCONJ fis-3443 274 10 behavior behavior NOUN fis-3443 274 11 of of ADP fis-3443 274 12 recycled recycled ADJ fis-3443 274 13 aggregates aggregate NOUN fis-3443 274 14 concrete concrete NOUN fis-3443 274 15 . . PUNCT fis-3443 275 1 journal journal NOUN fis-3443 275 2 of of ADP fis-3443 275 3 building build VERB fis-3443 275 4 engineering engineering NOUN fis-3443 275 5 , , PUNCT fis-3443 275 6 6 6 NUM fis-3443 275 7 , , PUNCT fis-3443 275 8 pp pp ADJ fis-3443 275 9 . . PUNCT fis-3443 276 1 1 1 NUM fis-3443 276 2 - - SYM fis-3443 276 3 16 16 NUM fis-3443 276 4 . . PUNCT fis-3443 277 1 doi doi NOUN fis-3443 277 2 : : PUNCT fis-3443 277 3 10.1016 10.1016 NUM fis-3443 277 4 / / SYM fis-3443 277 5 j.jobe.2016.02.003 j.jobe.2016.02.003 NOUN fis-3443 277 6 . . PUNCT fis-3443 278 1 [ [ X fis-3443 278 2 6 6 NUM fis-3443 278 3 ] ] X fis-3443 278 4 leite leite PROPN fis-3443 278 5 , , PUNCT fis-3443 278 6 m. m. PROPN fis-3443 278 7 b. b. PROPN fis-3443 278 8 , , PUNCT fis-3443 278 9 and and CCONJ fis-3443 278 10 santana santana PROPN fis-3443 278 11 , , PUNCT fis-3443 278 12 v. v. ADP fis-3443 278 13 m. m. NOUN fis-3443 278 14 ( ( PUNCT fis-3443 278 15 2019 2019 NUM fis-3443 278 16 ) ) PUNCT fis-3443 278 17 . . PUNCT fis-3443 279 1 evaluation evaluation NOUN fis-3443 279 2 of of ADP fis-3443 279 3 an an DET fis-3443 279 4 experimental experimental ADJ fis-3443 279 5 mix mix NOUN fis-3443 279 6 proportion proportion NOUN fis-3443 279 7 study study NOUN fis-3443 279 8 and and CCONJ fis-3443 279 9 production production NOUN fis-3443 279 10 of of ADP fis-3443 279 11 concrete concrete NOUN fis-3443 279 12 using use VERB fis-3443 279 13 fine fine ADJ fis-3443 279 14 recycled recycle VERB fis-3443 279 15 aggregate aggregate NOUN fis-3443 279 16 . . PUNCT fis-3443 280 1 journal journal NOUN fis-3443 280 2 of of ADP fis-3443 280 3 building build VERB fis-3443 280 4 engineering engineering NOUN fis-3443 280 5 , , PUNCT fis-3443 280 6 21 21 NUM fis-3443 280 7 , , PUNCT fis-3443 280 8 pp pp ADJ fis-3443 280 9 . . PUNCT fis-3443 281 1 243 243 NUM fis-3443 281 2 - - SYM fis-3443 281 3 253 253 NUM fis-3443 281 4 . . PUNCT fis-3443 282 1 doi doi NOUN fis-3443 282 2 : : PUNCT fis-3443 282 3 10.1016 10.1016 NUM fis-3443 282 4 / / SYM fis-3443 282 5 j.jobe.2018.10.016 j.jobe.2018.10.016 PROPN fis-3443 282 6 . . PUNCT fis-3443 283 1 [ [ X fis-3443 283 2 7 7 X fis-3443 283 3 ] ] X fis-3443 283 4 sainz sainz PROPN fis-3443 283 5 - - PUNCT fis-3443 283 6 aja aja PROPN fis-3443 283 7 , , PUNCT fis-3443 283 8 j. j. PROPN fis-3443 283 9 , , PUNCT fis-3443 283 10 carrascal carrascal NOUN fis-3443 283 11 , , PUNCT fis-3443 283 12 i. i. PROPN fis-3443 283 13 , , PUNCT fis-3443 283 14 polanco polanco PROPN fis-3443 283 15 , , PUNCT fis-3443 283 16 j. j. PROPN fis-3443 283 17 a. a. PROPN fis-3443 283 18 , , PUNCT fis-3443 283 19 and and CCONJ fis-3443 283 20 thomas thomas PROPN fis-3443 283 21 , , PUNCT fis-3443 283 22 c. c. PROPN fis-3443 283 23 ( ( PUNCT fis-3443 283 24 2020 2020 NUM fis-3443 283 25 ) ) PUNCT fis-3443 283 26 . . PUNCT fis-3443 284 1 fatigue fatigue NOUN fis-3443 284 2 failure failure NOUN fis-3443 284 3 micromechanisms micromechanism VERB fis-3443 284 4 in in ADP fis-3443 284 5 recycled recycle VERB fis-3443 284 6 aggregate aggregate ADJ fis-3443 284 7 mortar mortar NOUN fis-3443 284 8 by by ADP fis-3443 284 9 μct μct NOUN fis-3443 284 10 analysis analysis NOUN fis-3443 284 11 . . PUNCT fis-3443 285 1 journal journal NOUN fis-3443 285 2 of of ADP fis-3443 285 3 building build VERB fis-3443 285 4 engineering engineering NOUN fis-3443 285 5 , , PUNCT fis-3443 285 6 28 28 NUM fis-3443 285 7 , , PUNCT fis-3443 285 8 101027 101027 NUM fis-3443 285 9 . . PUNCT fis-3443 286 1 doi doi NOUN fis-3443 286 2 : : PUNCT fis-3443 286 3 10.1016 10.1016 NUM fis-3443 286 4 / / SYM fis-3443 286 5 j.jobe.2019.101027 j.jobe.2019.101027 NOUN fis-3443 287 1 [ [ X fis-3443 287 2 8 8 NUM fis-3443 287 3 ] ] X fis-3443 287 4 mcneil mcneil PROPN fis-3443 287 5 , , PUNCT fis-3443 287 6 k. k. PROPN fis-3443 287 7 , , PUNCT fis-3443 287 8 and and CCONJ fis-3443 287 9 kang kang PROPN fis-3443 287 10 , , PUNCT fis-3443 287 11 t. t. PROPN fis-3443 287 12 h. h. PROPN fis-3443 287 13 k. k. PROPN fis-3443 287 14 ( ( PUNCT fis-3443 287 15 2013 2013 NUM fis-3443 287 16 ) ) PUNCT fis-3443 287 17 . . PUNCT fis-3443 288 1 recycled recycle VERB fis-3443 288 2 concrete concrete ADJ fis-3443 288 3 aggregates aggregate NOUN fis-3443 288 4 : : PUNCT fis-3443 288 5 a a DET fis-3443 288 6 review review NOUN fis-3443 288 7 . . PUNCT fis-3443 289 1 international international ADJ fis-3443 289 2 journal journal NOUN fis-3443 289 3 of of ADP fis-3443 289 4 concrete concrete ADJ fis-3443 289 5 structures structure NOUN fis-3443 289 6 and and CCONJ fis-3443 289 7 materials material NOUN fis-3443 289 8 , , PUNCT fis-3443 289 9 7(1 7(1 NUM fis-3443 289 10 ) ) PUNCT fis-3443 289 11 , , PUNCT fis-3443 289 12 pp pp PROPN fis-3443 289 13 . . PUNCT fis-3443 290 1 61 61 NUM fis-3443 290 2 - - SYM fis-3443 290 3 69 69 NUM fis-3443 290 4 . . PUNCT fis-3443 291 1 [ [ X fis-3443 291 2 9 9 NUM fis-3443 291 3 ] ] SYM fis-3443 291 4 djerbi djerbi NOUN fis-3443 291 5 , , PUNCT fis-3443 291 6 a. a. NOUN fis-3443 291 7 ( ( PUNCT fis-3443 291 8 2018 2018 NUM fis-3443 291 9 ) ) PUNCT fis-3443 291 10 . . PUNCT fis-3443 292 1 effect effect NOUN fis-3443 292 2 of of ADP fis-3443 292 3 recycled recycled ADJ fis-3443 292 4 coarse coarse NOUN fis-3443 292 5 aggregate aggregate NOUN fis-3443 292 6 on on ADP fis-3443 292 7 the the DET fis-3443 292 8 new new ADJ fis-3443 292 9 interfacial interfacial ADJ fis-3443 292 10 transition transition NOUN fis-3443 292 11 zone zone NOUN fis-3443 292 12 concrete concrete NOUN fis-3443 292 13 . . PUNCT fis-3443 293 1 construction construction NOUN fis-3443 293 2 and and CCONJ fis-3443 293 3 building building NOUN fis-3443 293 4 materials material NOUN fis-3443 293 5 , , PUNCT fis-3443 293 6 190 190 NUM fis-3443 293 7 , , PUNCT fis-3443 293 8 pp pp ADJ fis-3443 293 9 . . PUNCT fis-3443 294 1 1023 1023 NUM fis-3443 294 2 - - SYM fis-3443 294 3 1033 1033 NUM fis-3443 294 4 . . PUNCT fis-3443 295 1 doi doi NOUN fis-3443 295 2 : : PUNCT fis-3443 295 3 10.1016 10.1016 NUM fis-3443 295 4 / / SYM fis-3443 295 5 j.conbuildmat.2018.09.180 j.conbuildmat.2018.09.180 NOUN fis-3443 295 6 . . PUNCT fis-3443 296 1 [ [ X fis-3443 296 2 10 10 NUM fis-3443 296 3 ] ] X fis-3443 296 4 prince prince NOUN fis-3443 296 5 , , PUNCT fis-3443 296 6 m. m. PROPN fis-3443 296 7 j. j. PROPN fis-3443 296 8 r. r. PROPN fis-3443 296 9 , , PUNCT fis-3443 296 10 and and CCONJ fis-3443 296 11 singh singh PROPN fis-3443 296 12 , , PUNCT fis-3443 296 13 b. b. PROPN fis-3443 296 14 ( ( PUNCT fis-3443 296 15 2015 2015 NUM fis-3443 296 16 ) ) PUNCT fis-3443 296 17 . . PUNCT fis-3443 297 1 bond bond NOUN fis-3443 297 2 behaviour behaviour NOUN fis-3443 297 3 of of ADP fis-3443 297 4 normal‐and normal‐and PROPN fis-3443 297 5 high‐strength high‐strength NOUN fis-3443 297 6 recycled recycle VERB fis-3443 297 7 aggregate aggregate ADJ fis-3443 297 8 concrete concrete NOUN fis-3443 297 9 . . PUNCT fis-3443 298 1 structural structural ADJ fis-3443 298 2 concrete concrete NOUN fis-3443 298 3 , , PUNCT fis-3443 298 4 16(1 16(1 NUM fis-3443 298 5 ) ) PUNCT fis-3443 298 6 , , PUNCT fis-3443 298 7 pp pp ADP fis-3443 298 8 . . PUNCT fis-3443 299 1 56 56 NUM fis-3443 299 2 - - SYM fis-3443 299 3 70 70 NUM fis-3443 299 4 . . PUNCT fis-3443 300 1 doi doi NOUN fis-3443 300 2 : : PUNCT fis-3443 300 3 10.1002 10.1002 NUM fis-3443 300 4 / / SYM fis-3443 300 5 suco.201300101 suco.201300101 PROPN fis-3443 300 6 . . PUNCT fis-3443 301 1 [ [ X fis-3443 301 2 11 11 NUM fis-3443 301 3 ] ] X fis-3443 301 4 malešev malešev ADJ fis-3443 301 5 , , PUNCT fis-3443 301 6 m. m. NOUN fis-3443 301 7 , , PUNCT fis-3443 301 8 radonjanin radonjanin NOUN fis-3443 301 9 , , PUNCT fis-3443 301 10 v. v. ADV fis-3443 301 11 , , PUNCT fis-3443 301 12 and and CCONJ fis-3443 301 13 marinković marinković ADJ fis-3443 301 14 , , PUNCT fis-3443 301 15 s. s. PROPN fis-3443 301 16 ( ( PUNCT fis-3443 301 17 2010 2010 NUM fis-3443 301 18 ) ) PUNCT fis-3443 301 19 . . PUNCT fis-3443 302 1 recycled recycle VERB fis-3443 302 2 concrete concrete NOUN fis-3443 302 3 as as ADP fis-3443 302 4 aggregate aggregate ADJ fis-3443 302 5 for for ADP fis-3443 302 6 structural structural ADJ fis-3443 302 7 concrete concrete ADJ fis-3443 302 8 production production NOUN fis-3443 302 9 . . PUNCT fis-3443 303 1 sustainability sustainability NOUN fis-3443 303 2 , , PUNCT fis-3443 303 3 2(5 2(5 NUM fis-3443 303 4 ) ) PUNCT fis-3443 303 5 , , PUNCT fis-3443 303 6 pp pp PROPN fis-3443 303 7 . . PUNCT fis-3443 304 1 1204 1204 NUM fis-3443 304 2 - - SYM fis-3443 304 3 1225 1225 NUM fis-3443 304 4 . . PUNCT fis-3443 305 1 doi doi NOUN fis-3443 305 2 : : PUNCT fis-3443 305 3 10.3390 10.3390 NUM fis-3443 305 4 / / SYM fis-3443 305 5 su2051204 su2051204 PROPN fis-3443 305 6 . . PUNCT fis-3443 306 1 [ [ X fis-3443 306 2 12 12 NUM fis-3443 306 3 ] ] X fis-3443 306 4 makhlouf makhlouf NOUN fis-3443 306 5 , , PUNCT fis-3443 306 6 h. h. PROPN fis-3443 306 7 m. m. PROPN fis-3443 306 8 , , PUNCT fis-3443 306 9 ahmadi ahmadi PROPN fis-3443 306 10 , , PUNCT fis-3443 306 11 b. b. PROPN fis-3443 306 12 h. h. PROPN fis-3443 306 13 , , PUNCT fis-3443 306 14 and and CCONJ fis-3443 306 15 al al PROPN fis-3443 306 16 jabal jabal PROPN fis-3443 306 17 , , PUNCT fis-3443 306 18 j. j. PROPN fis-3443 306 19 ( ( PUNCT fis-3443 306 20 1991 1991 NUM fis-3443 306 21 ) ) PUNCT fis-3443 306 22 . . PUNCT fis-3443 307 1 preventing prevent VERB fis-3443 307 2 concrete concrete ADJ fis-3443 307 3 deterioration deterioration NOUN fis-3443 307 4 in in ADP fis-3443 307 5 the the DET fis-3443 307 6 arabian arabian ADJ fis-3443 307 7 gulf gulf PROPN fis-3443 307 8 . . PUNCT fis-3443 308 1 concrete concrete ADJ fis-3443 308 2 international international ADJ fis-3443 308 3 , , PUNCT fis-3443 308 4 13(5 13(5 NUM fis-3443 308 5 ) ) PUNCT fis-3443 308 6 , , PUNCT fis-3443 308 7 pp pp PROPN fis-3443 308 8 . . PUNCT fis-3443 309 1 65 65 NUM fis-3443 309 2 - - SYM fis-3443 309 3 67 67 NUM fis-3443 309 4 . . PUNCT fis-3443 310 1 [ [ X fis-3443 310 2 13 13 NUM fis-3443 310 3 ] ] X fis-3443 310 4 federation federation PROPN fis-3443 310 5 international international PROPN fis-3443 310 6 du du PROPN fis-3443 310 7 beton beton PROPN fis-3443 310 8 , , PUNCT fis-3443 310 9 fib fib ADJ fis-3443 310 10 , , PUNCT fis-3443 310 11 task task NOUN fis-3443 310 12 group group NOUN fis-3443 310 13 9.3 9.3 NUM fis-3443 310 14 , , PUNCT fis-3443 310 15 frp frp PROPN fis-3443 310 16 reinforcement reinforcement NOUN fis-3443 310 17 in in ADP fis-3443 310 18 rc rc PROPN fis-3443 310 19 structures structure NOUN fis-3443 310 20 , , PUNCT fis-3443 310 21 lausanne lausanne PROPN fis-3443 310 22 , , PUNCT fis-3443 310 23 switzerland switzerland PROPN fis-3443 310 24 , , PUNCT fis-3443 310 25 ( ( PUNCT fis-3443 310 26 2007 2007 NUM fis-3443 310 27 ) ) PUNCT fis-3443 310 28 . . PUNCT fis-3443 311 1 [ [ X fis-3443 311 2 14 14 NUM fis-3443 311 3 ] ] PUNCT fis-3443 311 4 pilakoutas pilakouta NOUN fis-3443 311 5 , , PUNCT fis-3443 311 6 k. k. PROPN fis-3443 311 7 , , PUNCT fis-3443 311 8 neocleous neocleous PROPN fis-3443 311 9 , , PUNCT fis-3443 311 10 k. k. PROPN fis-3443 311 11 , , PUNCT fis-3443 311 12 and and CCONJ fis-3443 311 13 guadagnini guadagnini PROPN fis-3443 311 14 , , PUNCT fis-3443 311 15 m. m. NOUN fis-3443 311 16 ( ( PUNCT fis-3443 311 17 2002 2002 NUM fis-3443 311 18 ) ) PUNCT fis-3443 311 19 . . PUNCT fis-3443 312 1 design design NOUN fis-3443 312 2 philosophy philosophy NOUN fis-3443 312 3 issues issue NOUN fis-3443 312 4 of of ADP fis-3443 312 5 fiber fiber NOUN fis-3443 312 6 reinforced reinforce VERB fis-3443 312 7 polymer polymer NOUN fis-3443 312 8 reinforced reinforce VERB fis-3443 312 9 concrete concrete ADJ fis-3443 312 10 structures structure NOUN fis-3443 312 11 . . PUNCT fis-3443 313 1 journal journal NOUN fis-3443 313 2 of of ADP fis-3443 313 3 composites composite NOUN fis-3443 313 4 for for ADP fis-3443 313 5 construction construction NOUN fis-3443 313 6 , , PUNCT fis-3443 313 7 6(3 6(3 NUM fis-3443 313 8 ) ) PUNCT fis-3443 313 9 , , PUNCT fis-3443 313 10 pp pp ADP fis-3443 313 11 . . PUNCT fis-3443 314 1 154 154 NUM fis-3443 314 2 - - SYM fis-3443 314 3 161 161 NUM fis-3443 314 4 . . PUNCT fis-3443 315 1 [ [ X fis-3443 315 2 15 15 NUM fis-3443 315 3 ] ] X fis-3443 315 4 mufti mufti PROPN fis-3443 315 5 , , PUNCT fis-3443 315 6 a. a. NOUN fis-3443 315 7 a. a. NOUN fis-3443 315 8 , , PUNCT fis-3443 315 9 and and CCONJ fis-3443 315 10 isis isis NOUN fis-3443 315 11 canada canada PROPN fis-3443 315 12 . . PUNCT fis-3443 316 1 ( ( PUNCT fis-3443 316 2 2001 2001 NUM fis-3443 316 3 ) ) PUNCT fis-3443 316 4 . . PUNCT fis-3443 317 1 reinforcing reinforce VERB fis-3443 317 2 concrete concrete ADJ fis-3443 317 3 structures structure NOUN fis-3443 317 4 with with ADP fis-3443 317 5 fibre fibre NOUN fis-3443 317 6 reinforced reinforce VERB fis-3443 317 7 polymers polymer NOUN fis-3443 317 8 [ [ X fis-3443 317 9 computer computer NOUN fis-3443 317 10 file file NOUN fis-3443 317 11 ] ] PUNCT fis-3443 317 12 . . PUNCT fis-3443 318 1 isis isis PROPN fis-3443 318 2 canada canada PROPN fis-3443 318 3 . . PUNCT fis-3443 319 1 [ [ X fis-3443 319 2 16 16 NUM fis-3443 319 3 ] ] X fis-3443 319 4 aci aci PROPN fis-3443 319 5 committee committee PROPN fis-3443 319 6 . . PUNCT fis-3443 320 1 ( ( PUNCT fis-3443 320 2 2008 2008 NUM fis-3443 320 3 ) ) PUNCT fis-3443 320 4 . . PUNCT fis-3443 321 1 building build VERB fis-3443 321 2 code code NOUN fis-3443 321 3 requirements requirement NOUN fis-3443 321 4 for for ADP fis-3443 321 5 structural structural ADJ fis-3443 321 6 concrete concrete NOUN fis-3443 321 7 ( ( PUNCT fis-3443 321 8 aci aci PROPN fis-3443 321 9 318 318 NUM fis-3443 321 10 - - SYM fis-3443 321 11 08 08 NUM fis-3443 321 12 ) ) PUNCT fis-3443 321 13 and and CCONJ fis-3443 321 14 commentary commentary NOUN fis-3443 321 15 . . PUNCT fis-3443 322 1 american american PROPN fis-3443 322 2 concrete concrete PROPN fis-3443 322 3 institute institute PROPN fis-3443 322 4 . . PUNCT fis-3443 323 1 [ [ X fis-3443 323 2 17 17 NUM fis-3443 323 3 ] ] PUNCT fis-3443 323 4 aci aci PROPN fis-3443 323 5 committee committee PROPN fis-3443 323 6 . . PUNCT fis-3443 324 1 ( ( PUNCT fis-3443 324 2 2006 2006 NUM fis-3443 324 3 ) ) PUNCT fis-3443 324 4 . . PUNCT fis-3443 325 1 guide guide VERB fis-3443 325 2 for for ADP fis-3443 325 3 the the DET fis-3443 325 4 design design NOUN fis-3443 325 5 and and CCONJ fis-3443 325 6 construction construction NOUN fis-3443 325 7 of of ADP fis-3443 325 8 concrete concrete NOUN fis-3443 325 9 reinforced reinforce VERB fis-3443 325 10 with with ADP fis-3443 325 11 frp frp PROPN fis-3443 325 12 bars bar NOUN fis-3443 325 13 ( ( PUNCT fis-3443 325 14 aci aci PROPN fis-3443 325 15 r. r. PROPN fis-3443 325 16 elsadany elsadany PROPN fis-3443 325 17 et et PROPN fis-3443 325 18 alii alii PROPN fis-3443 325 19 , , PUNCT fis-3443 325 20 frattura frattura PROPN fis-3443 325 21 ed ed PROPN fis-3443 325 22 integrità integrità PROPN fis-3443 325 23 strutturale strutturale PROPN fis-3443 325 24 , , PUNCT fis-3443 325 25 61 61 NUM fis-3443 325 26 ( ( PUNCT fis-3443 325 27 2022 2022 NUM fis-3443 325 28 ) ) PUNCT fis-3443 325 29 294 294 NUM fis-3443 325 30 - - SYM fis-3443 325 31 307 307 NUM fis-3443 325 32 ; ; PUNCT fis-3443 325 33 doi doi NOUN fis-3443 325 34 : : PUNCT fis-3443 325 35 10.3221 10.3221 NUM fis-3443 325 36 / / SYM fis-3443 325 37 igf igf PROPN fis-3443 325 38 - - PUNCT fis-3443 325 39 esis.61.20 esis.61.20 NOUN fis-3443 325 40     SPACE fis-3443 325 41 307 307 NUM fis-3443 325 42 440.1r-06 440.1r-06 NUM fis-3443 325 43 ) ) PUNCT fis-3443 325 44 , , PUNCT fis-3443 325 45 american american PROPN fis-3443 325 46 concrete concrete PROPN fis-3443 325 47 institute institute PROPN fis-3443 325 48 . . PUNCT fis-3443 326 1 [ [ X fis-3443 326 2 18 18 NUM fis-3443 326 3 ] ] X fis-3443 326 4 al al PROPN fis-3443 326 5 - - PUNCT fis-3443 326 6 sunna sunna NOUN fis-3443 326 7 , , PUNCT fis-3443 326 8 r. r. PROPN fis-3443 326 9 , , PUNCT fis-3443 326 10 pilakoutas pilakouta NOUN fis-3443 326 11 , , PUNCT fis-3443 326 12 k. k. PROPN fis-3443 326 13 , , PUNCT fis-3443 326 14 hajirasouliha hajirasouliha PROPN fis-3443 326 15 , , PUNCT fis-3443 326 16 i. i. NOUN fis-3443 326 17 , , PUNCT fis-3443 326 18 and and CCONJ fis-3443 326 19 guadagnini guadagnini PROPN fis-3443 326 20 , , PUNCT fis-3443 326 21 m. m. NOUN fis-3443 326 22 ( ( PUNCT fis-3443 326 23 2012 2012 NUM fis-3443 326 24 ) ) PUNCT fis-3443 326 25 . . PUNCT fis-3443 327 1 deflection deflection NOUN fis-3443 327 2 behaviour behaviour NOUN fis-3443 327 3 of of ADP fis-3443 327 4 frp frp PROPN fis-3443 327 5 reinforced reinforce VERB fis-3443 327 6 concrete concrete ADJ fis-3443 327 7 beams beam NOUN fis-3443 327 8 and and CCONJ fis-3443 327 9 slabs slab NOUN fis-3443 327 10 : : PUNCT fis-3443 327 11 an an DET fis-3443 327 12 experimental experimental ADJ fis-3443 327 13 investigation investigation NOUN fis-3443 327 14 . . PUNCT fis-3443 328 1 composites composite VERB fis-3443 328 2 part part NOUN fis-3443 328 3 b b NOUN fis-3443 328 4 : : PUNCT fis-3443 328 5 engineering engineering NOUN fis-3443 328 6 , , PUNCT fis-3443 328 7 43(5 43(5 NUM fis-3443 328 8 ) ) PUNCT fis-3443 328 9 , , PUNCT fis-3443 328 10 pp pp PROPN fis-3443 328 11 . . PUNCT fis-3443 329 1 2125 2125 NUM fis-3443 329 2 - - SYM fis-3443 329 3 2134 2134 NUM fis-3443 329 4 . . PUNCT fis-3443 330 1 doi doi NOUN fis-3443 330 2 : : PUNCT fis-3443 330 3 10.1016 10.1016 NUM fis-3443 330 4 / / SYM fis-3443 330 5 j.compositesb.2012.03.007 j.compositesb.2012.03.007 NOUN fis-3443 330 6 . . PUNCT fis-3443 331 1 [ [ X fis-3443 331 2 19 19 NUM fis-3443 331 3 ] ] PUNCT fis-3443 331 4 theriault theriault NOUN fis-3443 331 5 , , PUNCT fis-3443 331 6 m. m. NOUN fis-3443 331 7 , , PUNCT fis-3443 331 8 and and CCONJ fis-3443 331 9 benmokrane benmokrane PROPN fis-3443 331 10 , , PUNCT fis-3443 331 11 b. b. PROPN fis-3443 331 12 ( ( PUNCT fis-3443 331 13 1998 1998 NUM fis-3443 331 14 ) ) PUNCT fis-3443 331 15 . . PUNCT fis-3443 332 1 effects effect NOUN fis-3443 332 2 of of ADP fis-3443 332 3 frp frp PROPN fis-3443 332 4 reinforcement reinforcement NOUN fis-3443 332 5 ratio ratio NOUN fis-3443 332 6 and and CCONJ fis-3443 332 7 concrete concrete ADJ fis-3443 332 8 strength strength NOUN fis-3443 332 9 on on ADP fis-3443 332 10 flexural flexural ADJ fis-3443 332 11 behavior behavior NOUN fis-3443 332 12 of of ADP fis-3443 332 13 concrete concrete ADJ fis-3443 332 14 beams beam NOUN fis-3443 332 15 . . PUNCT fis-3443 333 1 journal journal NOUN fis-3443 333 2 of of ADP fis-3443 333 3 composites composite NOUN fis-3443 333 4 for for ADP fis-3443 333 5 construction construction NOUN fis-3443 333 6 , , PUNCT fis-3443 333 7 2(1 2(1 NUM fis-3443 333 8 ) ) PUNCT fis-3443 333 9 , , PUNCT fis-3443 333 10 pp pp ADP fis-3443 333 11 . . PUNCT fis-3443 334 1 7 7 NUM fis-3443 334 2 - - SYM fis-3443 334 3 16 16 NUM fis-3443 334 4 . . PUNCT fis-3443 335 1 [ [ X fis-3443 335 2 20 20 NUM fis-3443 335 3 ] ] SYM fis-3443 335 4 tavares tavare NOUN fis-3443 335 5 , , PUNCT fis-3443 335 6 d. d. PROPN fis-3443 335 7 h. h. PROPN fis-3443 335 8 , , PUNCT fis-3443 335 9 giongo giongo PROPN fis-3443 335 10 , , PUNCT fis-3443 335 11 j. j. PROPN fis-3443 335 12 s. s. PROPN fis-3443 335 13 , , PUNCT fis-3443 335 14 and and CCONJ fis-3443 335 15 paultre paultre NOUN fis-3443 335 16 , , PUNCT fis-3443 335 17 p. p. NOUN fis-3443 335 18 ( ( PUNCT fis-3443 335 19 2008 2008 NUM fis-3443 335 20 ) ) PUNCT fis-3443 335 21 . . PUNCT fis-3443 336 1 behavior behavior NOUN fis-3443 336 2 of of ADP fis-3443 336 3 reinforced reinforce VERB fis-3443 336 4 concrete concrete ADJ fis-3443 336 5 beams beam NOUN fis-3443 336 6 reinforced reinforce VERB fis-3443 336 7 with with ADP fis-3443 336 8 gfrp gfrp PROPN fis-3443 336 9 bars bar NOUN fis-3443 336 10 . . PUNCT fis-3443 337 1 revista revista PROPN fis-3443 337 2 ibracon ibracon X fis-3443 337 3 de de X fis-3443 337 4 estruturas estruturas PROPN fis-3443 337 5 e e PROPN fis-3443 337 6 materiais materiais PROPN fis-3443 337 7 , , PUNCT fis-3443 337 8 1(3 1(3 NUM fis-3443 337 9 ) ) PUNCT fis-3443 337 10 , , PUNCT fis-3443 338 1 pp pp ADP fis-3443 338 2 . . PUNCT fis-3443 339 1 285 285 NUM fis-3443 339 2 - - SYM fis-3443 339 3 295 295 NUM fis-3443 339 4 . . PUNCT fis-3443 340 1 doi doi NOUN fis-3443 340 2 : : PUNCT fis-3443 340 3 10.1590 10.1590 NUM fis-3443 340 4 / / SYM fis-3443 340 5 s1983 s1983 NOUN fis-3443 340 6 - - PUNCT fis-3443 340 7 41952008000300004 41952008000300004 NUM fis-3443 340 8 . . PUNCT fis-3443 341 1 [ [ X fis-3443 341 2 21 21 NUM fis-3443 341 3 ] ] X fis-3443 341 4 goldston goldston PROPN fis-3443 341 5 , , PUNCT fis-3443 341 6 m. m. PROPN fis-3443 341 7 w. w. PROPN fis-3443 341 8 , , PUNCT fis-3443 341 9 remennikov remennikov PROPN fis-3443 341 10 , , PUNCT fis-3443 341 11 a. a. NOUN fis-3443 341 12 , , PUNCT fis-3443 341 13 and and CCONJ fis-3443 341 14 sheikh sheikh NOUN fis-3443 341 15 , , PUNCT fis-3443 341 16 m. m. NOUN fis-3443 341 17 n. n. PROPN fis-3443 341 18 ( ( PUNCT fis-3443 341 19 2017 2017 NUM fis-3443 341 20 ) ) PUNCT fis-3443 341 21 . . PUNCT fis-3443 342 1 flexural flexural ADJ fis-3443 342 2 behaviour behaviour NOUN fis-3443 342 3 of of ADP fis-3443 342 4 gfrp gfrp PROPN fis-3443 342 5 reinforced reinforce VERB fis-3443 342 6 high high ADJ fis-3443 342 7 strength strength NOUN fis-3443 342 8 and and CCONJ fis-3443 342 9 ultra ultra ADJ fis-3443 342 10 high high ADJ fis-3443 342 11 strength strength NOUN fis-3443 342 12 concrete concrete ADJ fis-3443 342 13 beams beam NOUN fis-3443 342 14 . . PUNCT fis-3443 343 1 construction construction NOUN fis-3443 343 2 and and CCONJ fis-3443 343 3 building building NOUN fis-3443 343 4 materials material NOUN fis-3443 343 5 , , PUNCT fis-3443 343 6 131 131 NUM fis-3443 343 7 , , PUNCT fis-3443 343 8 pp pp ADJ fis-3443 343 9 . . PUNCT fis-3443 344 1 606 606 NUM fis-3443 344 2 - - SYM fis-3443 344 3 617 617 NUM fis-3443 344 4 . . PUNCT fis-3443 345 1 doi doi NOUN fis-3443 345 2 : : PUNCT fis-3443 345 3 10.1016 10.1016 NUM fis-3443 345 4 / / SYM fis-3443 345 5 j.conbuildmat.2016.11.094 j.conbuildmat.2016.11.094 VERB fis-3443 345 6 . . PUNCT fis-3443 346 1 [ [ X fis-3443 346 2 22 22 NUM fis-3443 346 3 ] ] PUNCT fis-3443 346 4 nor nor CCONJ fis-3443 346 5 , , PUNCT fis-3443 346 6 n. n. NOUN fis-3443 346 7 m. m. NOUN fis-3443 346 8 , , PUNCT fis-3443 346 9 boestamam boestamam PROPN fis-3443 346 10 , , PUNCT fis-3443 346 11 m. m. PROPN fis-3443 346 12 h. h. PROPN fis-3443 346 13 a. a. PROPN fis-3443 346 14 , , PUNCT fis-3443 346 15 and and CCONJ fis-3443 346 16 yusof yusof NOUN fis-3443 346 17 , , PUNCT fis-3443 346 18 m. m. NOUN fis-3443 346 19 a. a. NOUN fis-3443 346 20 ( ( PUNCT fis-3443 346 21 2013 2013 NUM fis-3443 346 22 ) ) PUNCT fis-3443 346 23 . . PUNCT fis-3443 347 1 carbon carbon NOUN fis-3443 347 2 fiber fiber NOUN fis-3443 347 3 reinforced reinforce VERB fis-3443 347 4 polymer polymer NOUN fis-3443 347 5 ( ( PUNCT fis-3443 347 6 cfrp cfrp NOUN fis-3443 347 7 ) ) PUNCT fis-3443 347 8 as as ADP fis-3443 347 9 reinforcement reinforcement NOUN fis-3443 347 10 for for ADP fis-3443 347 11 concrete concrete ADJ fis-3443 347 12 beam beam NOUN fis-3443 347 13 . . PUNCT fis-3443 348 1 international international ADJ fis-3443 348 2 journal journal NOUN fis-3443 348 3 of of ADP fis-3443 348 4 emerging emerge VERB fis-3443 348 5 technology technology NOUN fis-3443 348 6 and and CCONJ fis-3443 348 7 advanced advanced ADJ fis-3443 348 8 engineering engineering NOUN fis-3443 348 9 , , PUNCT fis-3443 348 10 3(2 3(2 NUM fis-3443 348 11 ) ) PUNCT fis-3443 348 12 , , PUNCT fis-3443 348 13 pp pp ADP fis-3443 348 14 . . PUNCT fis-3443 349 1 6 6 NUM fis-3443 349 2 - - SYM fis-3443 349 3 10 10 NUM fis-3443 349 4 . . PUNCT fis-3443 350 1 [ [ X fis-3443 350 2 23 23 NUM fis-3443 350 3 ] ] X fis-3443 350 4 sheikh sheikh NOUN fis-3443 350 5 , , PUNCT fis-3443 350 6 s. s. PROPN fis-3443 350 7 a. a. PROPN fis-3443 350 8 , , PUNCT fis-3443 350 9 and and CCONJ fis-3443 350 10 kharal kharal ADJ fis-3443 350 11 , , PUNCT fis-3443 350 12 z. z. PROPN fis-3443 350 13 ( ( PUNCT fis-3443 350 14 2018 2018 NUM fis-3443 350 15 ) ) PUNCT fis-3443 350 16 . . PUNCT fis-3443 351 1 replacement replacement NOUN fis-3443 351 2 of of ADP fis-3443 351 3 steel steel NOUN fis-3443 351 4 with with ADP fis-3443 351 5 gfrp gfrp PROPN fis-3443 351 6 for for ADP fis-3443 351 7 sustainable sustainable ADJ fis-3443 351 8 reinforced reinforce VERB fis-3443 351 9 concrete concrete NOUN fis-3443 351 10 . . PUNCT fis-3443 352 1 construction construction NOUN fis-3443 352 2 and and CCONJ fis-3443 352 3 building building NOUN fis-3443 352 4 materials material NOUN fis-3443 352 5 , , PUNCT fis-3443 352 6 160 160 NUM fis-3443 352 7 , , PUNCT fis-3443 352 8 pp pp ADJ fis-3443 352 9 . . PUNCT fis-3443 353 1 767 767 NUM fis-3443 353 2 - - PUNCT fis-3443 353 3 774 774 NUM fis-3443 353 4 . . PUNCT fis-3443 354 1 doi doi NOUN fis-3443 354 2 : : PUNCT fis-3443 354 3 10.1016 10.1016 NUM fis-3443 354 4 / / SYM fis-3443 354 5 j.conbuildmat.2017.12.141 j.conbuildmat.2017.12.141 NOUN fis-3443 354 6 [ [ X fis-3443 354 7 24 24 NUM fis-3443 354 8 ] ] PUNCT fis-3443 354 9 etman etman NOUN fis-3443 354 10 , , PUNCT fis-3443 354 11 e. e. PROPN fis-3443 354 12 e. e. PROPN fis-3443 354 13 , , PUNCT fis-3443 354 14 afefy afefy VERB fis-3443 354 15 , , PUNCT fis-3443 354 16 h. h. PROPN fis-3443 354 17 m. m. PROPN fis-3443 354 18 , , PUNCT fis-3443 354 19 baraghith baraghith PROPN fis-3443 354 20 , , PUNCT fis-3443 354 21 a. a. NOUN fis-3443 354 22 t. t. PROPN fis-3443 354 23 , , PUNCT fis-3443 354 24 and and CCONJ fis-3443 354 25 khedr khedr PROPN fis-3443 354 26 , , PUNCT fis-3443 355 1 s. s. PROPN fis-3443 355 2 a. a. PROPN fis-3443 355 3 ( ( PUNCT fis-3443 355 4 2018 2018 NUM fis-3443 355 5 ) ) PUNCT fis-3443 355 6 . . PUNCT fis-3443 356 1 improving improve VERB fis-3443 356 2 the the DET fis-3443 356 3 shear shear NOUN fis-3443 356 4 performance performance NOUN fis-3443 356 5 of of ADP fis-3443 356 6 reinforced reinforce VERB fis-3443 356 7 concrete concrete ADJ fis-3443 356 8 beams beam NOUN fis-3443 356 9 made make VERB fis-3443 356 10 of of ADP fis-3443 356 11 recycled recycled ADJ fis-3443 356 12 coarse coarse ADJ fis-3443 356 13 aggregate aggregate NOUN fis-3443 356 14 . . PUNCT fis-3443 357 1 construction construction NOUN fis-3443 357 2 and and CCONJ fis-3443 357 3 building building NOUN fis-3443 357 4 materials material NOUN fis-3443 357 5 , , PUNCT fis-3443 357 6 185 185 NUM fis-3443 357 7 , , PUNCT fis-3443 357 8 pp pp ADJ fis-3443 357 9 . . PUNCT fis-3443 358 1 310 310 NUM fis-3443 358 2 - - SYM fis-3443 358 3 324 324 NUM fis-3443 358 4 . . PUNCT fis-3443 359 1 doi doi NOUN fis-3443 359 2 : : PUNCT fis-3443 359 3 10.1016 10.1016 NUM fis-3443 359 4 / / SYM fis-3443 359 5 j.conbuildmat.2018.07.065 j.conbuildmat.2018.07.065 PROPN fis-3443 359 6 . . PUNCT fis-3443 360 1 [ [ X fis-3443 360 2 25 25 NUM fis-3443 360 3 ] ] X fis-3443 360 4 hamad hamad PROPN fis-3443 360 5 , , PUNCT fis-3443 360 6 b. b. PROPN fis-3443 360 7 s. s. PROPN fis-3443 360 8 , , PUNCT fis-3443 360 9 dawi dawi VERB fis-3443 360 10 , , PUNCT fis-3443 360 11 a. a. PROPN fis-3443 360 12 h. h. PROPN fis-3443 360 13 , , PUNCT fis-3443 360 14 daou daou NOUN fis-3443 360 15 , , PUNCT fis-3443 360 16 a. a. NOUN fis-3443 360 17 , , PUNCT fis-3443 360 18 and and CCONJ fis-3443 360 19 chehab chehab PROPN fis-3443 360 20 , , PUNCT fis-3443 360 21 g. g. PROPN fis-3443 360 22 r. r. PROPN fis-3443 360 23 ( ( PUNCT fis-3443 360 24 2018 2018 NUM fis-3443 360 25 ) ) PUNCT fis-3443 360 26 . . PUNCT fis-3443 361 1 studies study NOUN fis-3443 361 2 of of ADP fis-3443 361 3 the the DET fis-3443 361 4 effect effect NOUN fis-3443 361 5 of of ADP fis-3443 361 6 recycled recycled ADJ fis-3443 361 7 aggregates aggregate NOUN fis-3443 361 8 on on ADP fis-3443 361 9 flexural flexural ADJ fis-3443 361 10 , , PUNCT fis-3443 361 11 shear shear NOUN fis-3443 361 12 , , PUNCT fis-3443 361 13 and and CCONJ fis-3443 361 14 bond bond NOUN fis-3443 361 15 splitting splitting NOUN fis-3443 361 16 beam beam ADJ fis-3443 361 17 structural structural ADJ fis-3443 361 18 behavior behavior NOUN fis-3443 361 19 . . PUNCT fis-3443 362 1 case case NOUN fis-3443 362 2 studies study NOUN fis-3443 362 3 in in ADP fis-3443 362 4 construction construction NOUN fis-3443 362 5 materials material NOUN fis-3443 362 6 , , PUNCT fis-3443 362 7 9 9 NUM fis-3443 362 8 , , PUNCT fis-3443 362 9 e00186 e00186 PROPN fis-3443 362 10 . . PUNCT fis-3443 362 11 doi doi NOUN fis-3443 362 12 : : PUNCT fis-3443 362 13 10.1016 10.1016 NUM fis-3443 362 14 / / SYM fis-3443 362 15 j.cscm.2018.e00186 j.cscm.2018.e00186 PROPN fis-3443 362 16 . . PUNCT fis-3443 363 1 [ [ X fis-3443 363 2 26 26 NUM fis-3443 363 3 ] ] X fis-3443 363 4 reda reda PROPN fis-3443 363 5 , , PUNCT fis-3443 363 6 r. r. PROPN fis-3443 363 7 m. m. PROPN fis-3443 363 8 , , PUNCT fis-3443 363 9 sharaky sharaky PROPN fis-3443 363 10 , , PUNCT fis-3443 363 11 i. i. PROPN fis-3443 363 12 a. a. PROPN fis-3443 363 13 , , PUNCT fis-3443 363 14 ghanem ghanem PROPN fis-3443 363 15 , , PUNCT fis-3443 363 16 m. m. NOUN fis-3443 363 17 , , PUNCT fis-3443 363 18 seleem seleem PROPN fis-3443 363 19 , , PUNCT fis-3443 363 20 m. m. NOUN fis-3443 363 21 h. h. PROPN fis-3443 363 22 , , PUNCT fis-3443 363 23 and and CCONJ fis-3443 363 24 sallam sallam NOUN fis-3443 363 25 , , PUNCT fis-3443 363 26 h. h. PROPN fis-3443 363 27 e. e. PROPN fis-3443 363 28 m. m. PROPN fis-3443 363 29 ( ( PUNCT fis-3443 363 30 2016 2016 NUM fis-3443 363 31 ) ) PUNCT fis-3443 363 32 . . PUNCT fis-3443 364 1 flexural flexural ADJ fis-3443 364 2 behavior behavior NOUN fis-3443 364 3 of of ADP fis-3443 364 4 rc rc PROPN fis-3443 364 5 beams beam NOUN fis-3443 364 6 strengthened strengthen VERB fis-3443 364 7 by by ADP fis-3443 364 8 nsm nsm PROPN fis-3443 364 9 gfrp gfrp PROPN fis-3443 364 10 bars bar NOUN fis-3443 364 11 having have VERB fis-3443 364 12 different different ADJ fis-3443 364 13 end end NOUN fis-3443 364 14 conditions condition NOUN fis-3443 364 15 . . PUNCT fis-3443 365 1 composite composite ADJ fis-3443 365 2 structures structure NOUN fis-3443 365 3 , , PUNCT fis-3443 365 4 147 147 NUM fis-3443 365 5 , , PUNCT fis-3443 365 6 pp pp ADJ fis-3443 365 7 . . PUNCT fis-3443 366 1 131 131 NUM fis-3443 366 2 - - SYM fis-3443 366 3 142 142 NUM fis-3443 366 4 . . PUNCT fis-3443 367 1 doi doi NOUN fis-3443 367 2 : : PUNCT fis-3443 367 3 10.1016 10.1016 NUM fis-3443 367 4 / / SYM fis-3443 367 5 j.compstruct.2016.03.018 j.compstruct.2016.03.018 PROPN fis-3443 367 6 . . PUNCT fis-3443 368 1 [ [ X fis-3443 368 2 27 27 NUM fis-3443 368 3 ] ] X fis-3443 368 4 aci aci PROPN fis-3443 368 5 committee committee PROPN fis-3443 368 6 ( ( PUNCT fis-3443 368 7 2012 2012 NUM fis-3443 368 8 ) ) PUNCT fis-3443 368 9 . . PUNCT fis-3443 369 1 guide guide VERB fis-3443 369 2 for for ADP fis-3443 369 3 test test NOUN fis-3443 369 4 methods method NOUN fis-3443 369 5 for for ADP fis-3443 369 6 fiber fiber NOUN fis-3443 369 7 reinforced reinforce VERB fis-3443 369 8 polymers polymer NOUN fis-3443 369 9 ( ( PUNCT fis-3443 369 10 frp frp PROPN fis-3443 369 11 ) ) PUNCT fis-3443 369 12 for for ADP fis-3443 369 13 reinforcing reinforce VERB fis-3443 369 14 and and CCONJ fis-3443 369 15 strengthening strengthen VERB fis-3443 369 16 concrete concrete ADJ fis-3443 369 17 structures structure NOUN fis-3443 369 18 ( ( PUNCT fis-3443 369 19 aci aci PROPN fis-3443 369 20 440.3r-12 440.3r-12 PROPN fis-3443 369 21 ) ) PUNCT fis-3443 369 22 , , PUNCT fis-3443 369 23 aci aci PROPN fis-3443 369 24 committee committee PROPN fis-3443 369 25 440 440 NUM fis-3443 369 26 , , PUNCT fis-3443 369 27 american american PROPN fis-3443 369 28 concrete concrete PROPN fis-3443 369 29 institute institute PROPN fis-3443 369 30 . . PUNCT fis-3443 370 1 [ [ X fis-3443 370 2 28 28 NUM fis-3443 370 3 ] ] X fis-3443 370 4 astm astm PROPN fis-3443 370 5 d7913 d7913 PROPN fis-3443 370 6 / / SYM fis-3443 370 7 d7913m-14(2020 d7913m-14(2020 NOUN fis-3443 370 8 ) ) PUNCT fis-3443 370 9 , , PUNCT fis-3443 370 10 standard standard ADJ fis-3443 370 11 test test NOUN fis-3443 370 12 method method NOUN fis-3443 370 13 for for ADP fis-3443 370 14 bond bond NOUN fis-3443 370 15 strength strength NOUN fis-3443 370 16 of of ADP fis-3443 370 17 fiber fiber NOUN fis-3443 370 18 - - PUNCT fis-3443 370 19 reinforced reinforce VERB fis-3443 370 20 polymer polymer NOUN fis-3443 370 21 matrix matrix NOUN fis-3443 370 22 composite composite NOUN fis-3443 370 23 bars bar NOUN fis-3443 370 24 to to ADP fis-3443 370 25 concrete concrete NOUN fis-3443 370 26 by by ADP fis-3443 370 27 pullout pullout NOUN fis-3443 370 28 testing testing NOUN fis-3443 370 29 , , PUNCT fis-3443 370 30 astm astm PROPN fis-3443 370 31 international international PROPN fis-3443 370 32 , , PUNCT fis-3443 370 33 west west PROPN fis-3443 370 34 conshohocken conshohocken PROPN fis-3443 370 35 , , PUNCT fis-3443 370 36 pa pa PROPN fis-3443 370 37 , , PUNCT fis-3443 370 38 usa usa PROPN fis-3443 370 39 . . PUNCT fis-3443 371 1 [ [ X fis-3443 371 2 29 29 NUM fis-3443 371 3 ] ] X fis-3443 371 4 astm astm PROPN fis-3443 371 5 c496–96 c496–96 PROPN fis-3443 371 6 ( ( PUNCT fis-3443 371 7 1996 1996 NUM fis-3443 371 8 ) ) PUNCT fis-3443 371 9 , , PUNCT fis-3443 371 10 standard standard ADJ fis-3443 371 11 test test NOUN fis-3443 371 12 method method NOUN fis-3443 371 13 for for ADP fis-3443 371 14 splitting split VERB fis-3443 371 15 tensile tensile NOUN fis-3443 371 16 strength strength NOUN fis-3443 371 17 of of ADP fis-3443 371 18 cylindrical cylindrical ADJ fis-3443 371 19 concrete concrete ADJ fis-3443 371 20 specimens specimen NOUN fis-3443 371 21 , , PUNCT fis-3443 371 22 astm astm PROPN fis-3443 371 23 committee committee PROPN fis-3443 371 24 ( ( PUNCT fis-3443 371 25 philadelphia philadelphia PROPN fis-3443 371 26 ) ) PUNCT fis-3443 371 27 . . PUNCT fis-3443 372 1 [ [ X fis-3443 372 2 30 30 NUM fis-3443 372 3 ] ] X fis-3443 372 4 astm astm PROPN fis-3443 372 5 , , PUNCT fis-3443 372 6 c469–94 c469–94 PROPN fis-3443 372 7 , , PUNCT fis-3443 372 8 ( ( PUNCT fis-3443 372 9 1994 1994 NUM fis-3443 372 10 ) ) PUNCT fis-3443 372 11 standard standard ADJ fis-3443 372 12 test test NOUN fis-3443 372 13 method method NOUN fis-3443 372 14 for for ADP fis-3443 372 15 static static ADJ fis-3443 372 16 modulus modulus NOUN fis-3443 372 17 of of ADP fis-3443 372 18 elasticity elasticity NOUN fis-3443 372 19 and and CCONJ fis-3443 372 20 poisson poisson NOUN fis-3443 372 21 's 's PART fis-3443 372 22 ratio ratio NOUN fis-3443 372 23 of of ADP fis-3443 372 24 concrete concrete NOUN fis-3443 372 25 in in ADP fis-3443 372 26 compression compression NOUN fis-3443 372 27 , , PUNCT fis-3443 372 28 philadelphia philadelphia PROPN fis-3443 372 29 , , PUNCT fis-3443 372 30 astm astm PROPN fis-3443 372 31 committee committee PROPN fis-3443 372 32 . . PUNCT fis-3443 373 1 [ [ X fis-3443 373 2 31 31 NUM fis-3443 373 3 ] ] PUNCT fis-3443 373 4 sivakumar sivakumar PROPN fis-3443 373 5 , , PUNCT fis-3443 373 6 n. n. PROPN fis-3443 373 7 , , PUNCT fis-3443 373 8 muthukumar muthukumar PROPN fis-3443 373 9 , , PUNCT fis-3443 373 10 s. s. PROPN fis-3443 373 11 , , PUNCT fis-3443 373 12 sivakumar sivakumar PROPN fis-3443 373 13 , , PUNCT fis-3443 373 14 v. v. PROPN fis-3443 373 15 , , PUNCT fis-3443 373 16 gowtham gowtham PROPN fis-3443 373 17 , , PUNCT fis-3443 373 18 d. d. PROPN fis-3443 373 19 , , PUNCT fis-3443 373 20 and and CCONJ fis-3443 373 21 muthuraj muthuraj ADJ fis-3443 373 22 , , PUNCT fis-3443 373 23 v. v. PROPN fis-3443 373 24 ( ( PUNCT fis-3443 373 25 2014 2014 NUM fis-3443 373 26 ) ) PUNCT fis-3443 373 27 . . PUNCT fis-3443 374 1 experimental experimental ADJ fis-3443 374 2 studies study NOUN fis-3443 374 3 on on ADP fis-3443 374 4 high high ADJ fis-3443 374 5 strength strength NOUN fis-3443 374 6 concrete concrete NOUN fis-3443 374 7 by by ADP fis-3443 374 8 using use VERB fis-3443 374 9 recycled recycle VERB fis-3443 374 10 coarse coarse ADJ fis-3443 374 11 aggregate aggregate NOUN fis-3443 374 12 . . PUNCT fis-3443 375 1 international international ADJ fis-3443 375 2 journal journal NOUN fis-3443 375 3 of of ADP fis-3443 375 4 engineering engineering NOUN fis-3443 375 5 and and CCONJ fis-3443 375 6 science science NOUN fis-3443 375 7 , , PUNCT fis-3443 375 8 4(1 4(1 NOUN fis-3443 375 9 ) ) PUNCT fis-3443 375 10 , , PUNCT fis-3443 375 11 pp pp ADJ fis-3443 375 12 . . PUNCT fis-3443 375 13 2736 2736 NUM fis-3443 375 14 . . PUNCT fis-3443 376 1 [ [ X fis-3443 376 2 32 32 NUM fis-3443 376 3 ] ] PUNCT fis-3443 376 4 american american PROPN fis-3443 376 5 concrete concrete PROPN fis-3443 376 6 institute institute PROPN fis-3443 376 7 . . PUNCT fis-3443 377 1 committee committee NOUN fis-3443 377 2 440 440 NUM fis-3443 377 3 . . PUNCT fis-3443 378 1 ( ( PUNCT fis-3443 378 2 2003 2003 NUM fis-3443 378 3 ) ) PUNCT fis-3443 378 4 . . PUNCT fis-3443 379 1 guide guide VERB fis-3443 379 2 for for ADP fis-3443 379 3 the the DET fis-3443 379 4 design design NOUN fis-3443 379 5 and and CCONJ fis-3443 379 6 construction construction NOUN fis-3443 379 7 of of ADP fis-3443 379 8 concrete concrete NOUN fis-3443 379 9 reinforced reinforce VERB fis-3443 379 10 with with ADP fis-3443 379 11 frp frp PROPN fis-3443 379 12 bars bar NOUN fis-3443 379 13 : : PUNCT fis-3443 379 14 aci aci PROPN fis-3443 379 15 440.1 440.1 NUM fis-3443 379 16 r-03 r-03 PROPN fis-3443 379 17 . . PUNCT fis-3443 380 1 american american PROPN fis-3443 380 2 concrete concrete PROPN fis-3443 380 3 institute institute PROPN fis-3443 380 4 . . PUNCT fis-3443 381 1 [ [ X fis-3443 381 2 33 33 NUM fis-3443 381 3 ] ] X fis-3443 381 4 san san PROPN fis-3443 381 5 , , PUNCT fis-3443 381 6 a. a. PROPN fis-3443 381 7 r.m r.m PROPN fis-3443 381 8 and and CCONJ fis-3443 381 9 swany swany PROPN fis-3443 381 10 , , PUNCT fis-3443 381 11 r. r. PROPN fis-3443 381 12 n n PROPN fis-3443 381 13 ( ( PUNCT fis-3443 381 14 2005 2005 NUM fis-3443 381 15 ) ) PUNCT fis-3443 381 16 . . PUNCT fis-3443 382 1 flexural flexural ADJ fis-3443 382 2 behavior behavior NOUN fis-3443 382 3 of of ADP fis-3443 382 4 concrete concrete ADJ fis-3443 382 5 beams beam NOUN fis-3443 382 6 reinforced reinforce VERB fis-3443 382 7 with with ADP fis-3443 382 8 glass glass NOUN fis-3443 382 9 fiber fiber NOUN fis-3443 382 10 reinforced reinforce VERB fis-3443 382 11 polymer polymer NOUN fis-3443 382 12 bars bar NOUN fis-3443 382 13 . . PUNCT fis-3443 383 1 malaysian malaysian ADJ fis-3443 383 2 journal journal PROPN fis-3443 383 3 of of ADP fis-3443 383 4 civil civil ADJ fis-3443 383 5 engineering engineering NOUN fis-3443 383 6 , , PUNCT fis-3443 383 7 17 17 NUM fis-3443 383 8 , , PUNCT fis-3443 383 9 pp pp ADJ fis-3443 383 10 . . PUNCT fis-3443 384 1 49 49 NUM fis-3443 384 2 - - SYM fis-3443 384 3 57 57 NUM fis-3443 384 4 . . PUNCT fis-3443 385 1 [ [ X fis-3443 385 2 34 34 NUM fis-3443 385 3 ] ] SYM fis-3443 385 4 rafi rafi PROPN fis-3443 385 5 , , PUNCT fis-3443 385 6 m. m. NOUN fis-3443 385 7 m. m. NOUN fis-3443 385 8 , , PUNCT fis-3443 385 9 nadjai nadjai PROPN fis-3443 385 10 , , PUNCT fis-3443 385 11 a. a. NOUN fis-3443 385 12 , , PUNCT fis-3443 385 13 and and CCONJ fis-3443 385 14 ali ali PROPN fis-3443 385 15 , , PUNCT fis-3443 385 16 f. f. PROPN fis-3443 385 17 ( ( PUNCT fis-3443 385 18 2007 2007 NUM fis-3443 385 19 ) ) PUNCT fis-3443 385 20 . . PUNCT fis-3443 386 1 experimental experimental ADJ fis-3443 386 2 testing testing NOUN fis-3443 386 3 of of ADP fis-3443 386 4 concrete concrete ADJ fis-3443 386 5 beams beam NOUN fis-3443 386 6 reinforced reinforce VERB fis-3443 386 7 with with ADP fis-3443 386 8 carbon carbon NOUN fis-3443 386 9 frp frp PROPN fis-3443 386 10 bars bar NOUN fis-3443 386 11 . . PUNCT fis-3443 387 1 journal journal NOUN fis-3443 387 2 of of ADP fis-3443 387 3 composite composite ADJ fis-3443 387 4 material material NOUN fis-3443 387 5 , , PUNCT fis-3443 387 6 41(22 41(22 NOUN fis-3443 387 7 ) ) PUNCT fis-3443 387 8 , , PUNCT fis-3443 387 9 pp pp PROPN fis-3443 387 10 . . PUNCT fis-3443 388 1 2657 2657 NUM fis-3443 388 2 - - SYM fis-3443 388 3 2673 2673 NUM fis-3443 388 4 . . PUNCT fis-3443 389 1 doi doi NOUN fis-3443 389 2 : : PUNCT fis-3443 389 3 10.1177/0021998307078727 10.1177/0021998307078727 NUM fis-3443 389 4 . . PUNCT fis-3443 390 1 [ [ X fis-3443 390 2 35 35 NUM fis-3443 390 3 ] ] PUNCT fis-3443 390 4 sallam sallam PROPN fis-3443 390 5 , , PUNCT fis-3443 390 6 h.e.m h.e.m PROPN fis-3443 390 7 . . PROPN fis-3443 390 8 , , PUNCT fis-3443 390 9 saba saba PROPN fis-3443 390 10 , , PUNCT fis-3443 390 11 a.m. a.m. ADV fis-3443 390 12 , , PUNCT fis-3443 390 13 shaheen shaheen PROPN fis-3443 390 14 , , PUNCT fis-3443 390 15 h.h h.h PROPN fis-3443 390 16 . . PROPN fis-3443 390 17 and and CCONJ fis-3443 390 18 abdel abdel PROPN fis-3443 390 19 - - PUNCT fis-3443 390 20 raouf raouf PROPN fis-3443 390 21 , , PUNCT fis-3443 390 22 h. h. PROPN fis-3443 390 23 ( ( PUNCT fis-3443 390 24 2004 2004 NUM fis-3443 390 25 ) ) PUNCT fis-3443 390 26 . . PUNCT fis-3443 391 1 prevention prevention NOUN fis-3443 391 2 of of ADP fis-3443 391 3 peeling peel VERB fis-3443 391 4 failure failure NOUN fis-3443 391 5 in in ADP fis-3443 391 6 plated plate VERB fis-3443 391 7 beams beam NOUN fis-3443 391 8 , , PUNCT fis-3443 391 9 j j PROPN fis-3443 391 10 adv adv PROPN fis-3443 391 11 concr concr PROPN fis-3443 391 12 technology technology PROPN fis-3443 391 13 , , PUNCT fis-3443 391 14 jci jci PROPN fis-3443 391 15 , , PUNCT fis-3443 391 16 2(3 2(3 NUM fis-3443 391 17 ) ) PUNCT fis-3443 391 18 , , PUNCT fis-3443 391 19 pp pp ADP fis-3443 391 20 . . PUNCT fis-3443 392 1 419 419 NUM fis-3443 392 2 - - SYM fis-3443 392 3 429 429 NUM fis-3443 392 4 . . PUNCT fis-3443 393 1 [ [ X fis-3443 393 2 36 36 NUM fis-3443 393 3 ] ] X fis-3443 393 4 sharaky sharaky PROPN fis-3443 393 5 , , PUNCT fis-3443 393 6 i.a i.a PROPN fis-3443 393 7 . . PROPN fis-3443 393 8 , , PUNCT fis-3443 393 9 torres torre NOUN fis-3443 393 10 , , PUNCT fis-3443 393 11 l. l. PROPN fis-3443 393 12 and and CCONJ fis-3443 393 13 sallam sallam PROPN fis-3443 393 14 , , PUNCT fis-3443 393 15 h.e.m h.e.m PROPN fis-3443 393 16 . . PUNCT fis-3443 394 1 ( ( PUNCT fis-3443 394 2 2015 2015 NUM fis-3443 394 3 ) ) PUNCT fis-3443 394 4 . . PUNCT fis-3443 395 1 experimental experimental ADJ fis-3443 395 2 and and CCONJ fis-3443 395 3 analytical analytical ADJ fis-3443 395 4 investigation investigation NOUN fis-3443 395 5 into into ADP fis-3443 395 6 the the DET fis-3443 395 7 flexural flexural ADJ fis-3443 395 8 performance performance NOUN fis-3443 395 9 of of ADP fis-3443 395 10 rc rc PROPN fis-3443 395 11 beams beam NOUN fis-3443 395 12 with with ADP fis-3443 395 13 partially partially ADV fis-3443 395 14 and and CCONJ fis-3443 395 15 fully fully ADV fis-3443 395 16 bonded bond VERB fis-3443 395 17 nsm nsm PROPN fis-3443 395 18 frp frp PROPN fis-3443 395 19 bars bar NOUN fis-3443 395 20 / / SYM fis-3443 395 21 strips strip NOUN fis-3443 395 22 , , PUNCT fis-3443 395 23 composite composite ADJ fis-3443 395 24 structure structure NOUN fis-3443 395 25 , , PUNCT fis-3443 395 26 122 122 NUM fis-3443 395 27 , , PUNCT fis-3443 395 28 pp pp ADJ fis-3443 395 29 . . PUNCT fis-3443 395 30 113126 113126 NUM fis-3443 395 31 . . PUNCT fis-3443 396 1 < < X fis-3443 396 2 < < X fis-3443 396 3 /ascii85encodepages /ascii85encodepage NOUN fis-3443 396 4 false false ADJ fis-3443 396 5 /allowtransparency /allowtransparency NOUN fis-3443 396 6 false false ADJ fis-3443 396 7 /autopositionepsfiles /autopositionepsfile NOUN fis-3443 396 8 true true ADJ fis-3443 396 9 /autorotatepages /autorotatepage NOUN fis-3443 396 10 /none /none PUNCT fis-3443 396 11 /binding /binding PUNCT fis-3443 396 12 /left /left ADJ fis-3443 397 1 /calgrayprofile /calgrayprofile VERB fis-3443 397 2 ( ( PUNCT fis-3443 397 3 dot dot NOUN fis-3443 397 4 gain gain NOUN fis-3443 397 5 20 20 NUM fis-3443 397 6 % % NOUN fis-3443 397 7 ) ) PUNCT fis-3443 397 8 /calrgbprofile /calrgbprofile PUNCT fis-3443 398 1 ( ( PUNCT fis-3443 398 2 srgb srgb PROPN fis-3443 398 3 iec61966 iec61966 NOUN fis-3443 398 4 - - PUNCT fis-3443 398 5 2.1 2.1 NUM fis-3443 398 6 ) ) PUNCT fis-3443 398 7 /calcmykprofile /calcmykprofile PUNCT fis-3443 399 1 ( ( PUNCT fis-3443 399 2 u.s u.s PROPN fis-3443 399 3 . . PROPN fis-3443 399 4 web web NOUN fis-3443 399 5 coated coat VERB fis-3443 399 6 \050swop\051 \050swop\051 ADJ fis-3443 399 7 v2 v2 NOUN fis-3443 399 8 ) ) PUNCT fis-3443 399 9 /srgbprofile /srgbprofile PUNCT fis-3443 399 10 ( ( PUNCT fis-3443 399 11 srgb srgb PROPN fis-3443 399 12 iec61966 iec61966 NOUN fis-3443 399 13 - - PUNCT fis-3443 399 14 2.1 2.1 NUM fis-3443 399 15 ) ) PUNCT fis-3443 399 16 /cannotembedfontpolicy /cannotembedfontpolicy PUNCT fis-3443 400 1 /error /error INTJ fis-3443 400 2 /compatibilitylevel /compatibilitylevel NOUN fis-3443 401 1 1.4 1.4 NUM fis-3443 401 2 /compressobjects /compressobject NOUN fis-3443 401 3 /tags /tag VERB fis-3443 401 4 /compresspages /compresspage NOUN fis-3443 401 5 true true ADJ fis-3443 401 6 /convertimagestoindexed /convertimagestoindexed ADJ fis-3443 401 7 true true ADJ fis-3443 401 8 /passthroughjpegimages /passthroughjpegimage NOUN fis-3443 401 9 true true ADJ fis-3443 401 10 /createjobticket /createjobticket NOUN fis-3443 401 11 false false ADJ fis-3443 401 12 /defaultrenderingintent /defaultrenderingintent NOUN fis-3443 401 13 /default /default PUNCT fis-3443 401 14 /detectblends /detectblend NOUN fis-3443 401 15 true true ADJ fis-3443 401 16 /detectcurves /detectcurve VERB fis-3443 402 1 0.0000 0.0000 NUM fis-3443 402 2 /colorconversionstrategy /colorconversionstrategy NOUN fis-3443 402 3 /cmyk /cmyk PUNCT fis-3443 403 1 /dothumbnails /dothumbnail VERB fis-3443 404 1 false false ADJ fis-3443 404 2 /embedallfonts /embedallfont NOUN fis-3443 404 3 true true ADJ fis-3443 404 4 /embedopentype /embedopentype PUNCT fis-3443 404 5 false false ADJ fis-3443 404 6 /parseiccprofilesincomments /parseiccprofilesincomment NOUN fis-3443 404 7 true true ADJ fis-3443 404 8 /embedjoboptions /embedjoboption NOUN fis-3443 404 9 true true ADJ fis-3443 404 10 /dscreportinglevel /dscreportinglevel NOUN fis-3443 404 11 0 0 NUM fis-3443 404 12 /emitdscwarnings /emitdscwarning NOUN fis-3443 404 13 false false ADJ fis-3443 404 14 /endpage /endpage NOUN fis-3443 404 15 -1 -1 NOUN fis-3443 404 16 /imagememory /imagememory NUM fis-3443 404 17 1048576 1048576 NUM fis-3443 404 18 /lockdistillerparams /lockdistillerparams NOUN fis-3443 404 19 false false ADJ fis-3443 404 20 /maxsubsetpct /maxsubsetpct ADJ fis-3443 404 21 100 100 NUM fis-3443 404 22 /optimize /optimize NOUN fis-3443 404 23 true true ADJ fis-3443 404 24 /opm /opm NOUN fis-3443 404 25 1 1 NUM fis-3443 404 26 /parsedsccomments /parsedsccomment NOUN fis-3443 404 27 true true ADJ fis-3443 404 28 /parsedsccommentsfordocinfo /parsedsccommentsfordocinfo VERB fis-3443 404 29 true true ADJ fis-3443 404 30 /preservecopypage /preservecopypage NOUN fis-3443 404 31 true true ADJ fis-3443 404 32 /preservedicmykvalues /preservedicmykvalue NOUN fis-3443 404 33 true true ADJ fis-3443 404 34 /preserveepsinfo /preserveepsinfo NOUN fis-3443 404 35 true true ADJ fis-3443 404 36 /preserveflatness /preserveflatness NOUN fis-3443 404 37 true true ADJ fis-3443 404 38 /preservehalftoneinfo /preservehalftoneinfo PUNCT fis-3443 404 39 false false ADJ fis-3443 404 40 /preserveopicomments /preserveopicomment NOUN fis-3443 404 41 true true ADJ fis-3443 404 42 /preserveoverprintsettings /preserveoverprintsetting NOUN fis-3443 404 43 true true ADJ fis-3443 404 44 /startpage /startpage NOUN fis-3443 404 45 1 1 NUM fis-3443 404 46 /subsetfonts /subsetfont NOUN fis-3443 404 47 true true ADJ fis-3443 404 48 /transferfunctioninfo /transferfunctioninfo PUNCT fis-3443 404 49 /apply /apply PUNCT fis-3443 404 50 /ucrandbginfo /ucrandbginfo PUNCT fis-3443 405 1 /preserve /preserve NOUN fis-3443 405 2 /useprologue /useprologue NOUN fis-3443 405 3 false false ADJ fis-3443 405 4 /colorsettingsfile /colorsettingsfile NOUN fis-3443 405 5 ( ( PUNCT fis-3443 405 6 ) ) PUNCT fis-3443 405 7 /alwaysembed /alwaysembe VERB fis-3443 405 8 [ [ PUNCT fis-3443 405 9 true true ADJ fis-3443 405 10 ] ] PUNCT fis-3443 405 11 /neverembed /neverembed PUNCT fis-3443 406 1 [ [ PUNCT fis-3443 406 2 true true ADJ fis-3443 406 3 ] ] PUNCT fis-3443 406 4 /antialiascolorimages /antialiascolorimages X fis-3443 406 5 false false ADJ fis-3443 406 6 /cropcolorimages /cropcolorimages PUNCT fis-3443 406 7 true true ADJ fis-3443 406 8 /colorimageminresolution /colorimageminresolution PUNCT fis-3443 406 9 300 300 NUM fis-3443 406 10 /colorimageminresolutionpolicy /colorimageminresolutionpolicy NOUN fis-3443 406 11 /ok /ok ADJ fis-3443 407 1 /downsamplecolorimages /downsamplecolorimage VERB fis-3443 408 1 true true ADJ fis-3443 408 2 /colorimagedownsampletype /colorimagedownsampletype PUNCT fis-3443 408 3 /bicubic /bicubic NOUN fis-3443 408 4 /colorimageresolution /colorimageresolution NOUN fis-3443 409 1 300 300 NUM fis-3443 409 2 /colorimagedepth /colorimagedepth PRON fis-3443 409 3 -1 -1 INTJ fis-3443 409 4 /colorimagemindownsampledepth /colorimagemindownsampledepth SYM fis-3443 409 5 1 1 NUM fis-3443 409 6 /colorimagedownsamplethreshold /colorimagedownsamplethreshold SYM fis-3443 409 7 1.50000 1.50000 NUM fis-3443 409 8 /encodecolorimages /encodecolorimage NOUN fis-3443 409 9 true true ADJ fis-3443 409 10 /colorimagefilter /colorimagefilter PUNCT fis-3443 409 11 /dctencode /dctencode PUNCT fis-3443 410 1 /autofiltercolorimages /autofiltercolorimage NOUN fis-3443 410 2 true true ADJ fis-3443 410 3 /colorimageautofilterstrategy /colorimageautofilterstrategy PUNCT fis-3443 410 4 /jpeg /jpeg PUNCT fis-3443 410 5 /coloracsimagedict /coloracsimagedict PUNCT fis-3443 411 1 < < X fis-3443 411 2 < < X fis-3443 411 3 /qfactor /qfactor NOUN fis-3443 411 4 0.15 0.15 NUM fis-3443 411 5 /hsamples /hsample NOUN fis-3443 412 1 [ [ X fis-3443 412 2 1 1 NUM fis-3443 412 3 1 1 NUM fis-3443 412 4 1 1 NUM fis-3443 412 5 1 1 NUM fis-3443 412 6 ] ] PUNCT fis-3443 412 7 /vsamples /vsample NOUN fis-3443 413 1 [ [ X fis-3443 413 2 1 1 NUM fis-3443 413 3 1 1 NUM fis-3443 413 4 1 1 NUM fis-3443 413 5 1 1 NUM fis-3443 413 6 ] ] PUNCT fis-3443 413 7 > > PUNCT fis-3443 413 8 > > X fis-3443 413 9 /colorimagedict /colorimagedict PUNCT fis-3443 414 1 < < X fis-3443 414 2 < < X fis-3443 414 3 /qfactor /qfactor NOUN fis-3443 414 4 0.15 0.15 NUM fis-3443 414 5 /hsamples /hsample NOUN fis-3443 415 1 [ [ X fis-3443 415 2 1 1 NUM fis-3443 415 3 1 1 NUM fis-3443 415 4 1 1 NUM fis-3443 415 5 1 1 NUM fis-3443 415 6 ] ] PUNCT fis-3443 415 7 /vsamples /vsample NOUN fis-3443 416 1 [ [ X fis-3443 416 2 1 1 NUM fis-3443 416 3 1 1 NUM fis-3443 416 4 1 1 NUM fis-3443 416 5 1 1 NUM fis-3443 416 6 ] ] PUNCT fis-3443 416 7 > > PUNCT fis-3443 416 8 > > X fis-3443 416 9 /jpeg2000coloracsimagedict /jpeg2000coloracsimagedict PUNCT fis-3443 417 1 < < X fis-3443 417 2 < < X fis-3443 417 3 /tilewidth /tilewidth PUNCT fis-3443 417 4 256 256 NUM fis-3443 417 5 /tileheight /tileheight NUM fis-3443 417 6 256 256 NUM fis-3443 417 7 /quality /quality NOUN fis-3443 417 8 30 30 NUM fis-3443 417 9 > > PUNCT fis-3443 417 10 > > X fis-3443 417 11 /jpeg2000colorimagedict /jpeg2000colorimagedict PUNCT fis-3443 417 12 < < X fis-3443 417 13 < < X fis-3443 417 14 /tilewidth /tilewidth PUNCT fis-3443 417 15 256 256 NUM fis-3443 417 16 /tileheight /tileheight NUM fis-3443 417 17 256 256 NUM fis-3443 417 18 /quality /quality NOUN fis-3443 417 19 30 30 NUM fis-3443 417 20 > > PUNCT fis-3443 417 21 > > X fis-3443 417 22 /antialiasgrayimages /antialiasgrayimages X fis-3443 417 23 false false ADJ fis-3443 417 24 /cropgrayimages /cropgrayimage NOUN fis-3443 417 25 true true ADJ fis-3443 417 26 /grayimageminresolution /grayimageminresolution ADV fis-3443 417 27 300 300 NUM fis-3443 417 28 /grayimageminresolutionpolicy /grayimageminresolutionpolicy NOUN fis-3443 417 29 /ok /ok ADJ fis-3443 417 30 /downsamplegrayimages /downsamplegrayimages PUNCT fis-3443 418 1 true true ADJ fis-3443 418 2 /grayimagedownsampletype /grayimagedownsampletype INTJ fis-3443 418 3 /bicubic /bicubic NOUN fis-3443 418 4 /grayimageresolution /grayimageresolution NOUN fis-3443 418 5 300 300 NUM fis-3443 418 6 /grayimagedepth /grayimagedepth PUNCT fis-3443 418 7 -1 -1 PUNCT fis-3443 418 8 /grayimagemindownsampledepth /grayimagemindownsampledepth PUNCT fis-3443 419 1 2 2 NUM fis-3443 419 2 /grayimagedownsamplethreshold /grayimagedownsamplethreshold NUM fis-3443 419 3 1.50000 1.50000 NUM fis-3443 419 4 /encodegrayimages /encodegrayimage NOUN fis-3443 419 5 true true ADJ fis-3443 419 6 /grayimagefilter /grayimagefilter NOUN fis-3443 419 7 /dctencode /dctencode PUNCT fis-3443 420 1 /autofiltergrayimages /autofiltergrayimages VERB fis-3443 420 2 true true ADJ fis-3443 420 3 /grayimageautofilterstrategy /grayimageautofilterstrategy INTJ fis-3443 420 4 /jpeg /jpeg PUNCT fis-3443 420 5 /grayacsimagedict /grayacsimagedict PUNCT fis-3443 421 1 < < X fis-3443 421 2 < < X fis-3443 421 3 /qfactor /qfactor NOUN fis-3443 421 4 0.15 0.15 NUM fis-3443 421 5 /hsamples /hsample NOUN fis-3443 422 1 [ [ X fis-3443 422 2 1 1 NUM fis-3443 422 3 1 1 NUM fis-3443 422 4 1 1 NUM fis-3443 422 5 1 1 NUM fis-3443 422 6 ] ] PUNCT fis-3443 422 7 /vsamples /vsample NOUN fis-3443 423 1 [ [ X fis-3443 423 2 1 1 NUM fis-3443 423 3 1 1 NUM fis-3443 423 4 1 1 NUM fis-3443 423 5 1 1 NUM fis-3443 423 6 ] ] PUNCT fis-3443 423 7 > > PUNCT fis-3443 423 8 > > X fis-3443 423 9 /grayimagedict /grayimagedict PUNCT fis-3443 424 1 < < X fis-3443 424 2 < < X fis-3443 424 3 /qfactor /qfactor NOUN fis-3443 424 4 0.15 0.15 NUM fis-3443 424 5 /hsamples /hsample NOUN fis-3443 425 1 [ [ X fis-3443 425 2 1 1 NUM fis-3443 425 3 1 1 NUM fis-3443 425 4 1 1 NUM fis-3443 425 5 1 1 NUM fis-3443 425 6 ] ] PUNCT fis-3443 425 7 /vsamples /vsample NOUN fis-3443 426 1 [ [ X fis-3443 426 2 1 1 NUM fis-3443 426 3 1 1 NUM fis-3443 426 4 1 1 NUM fis-3443 426 5 1 1 NUM fis-3443 426 6 ] ] PUNCT fis-3443 426 7 > > X fis-3443 426 8 > > X fis-3443 426 9 /jpeg2000grayacsimagedict /jpeg2000grayacsimagedict PUNCT fis-3443 427 1 < < X fis-3443 427 2 < < X fis-3443 427 3 /tilewidth /tilewidth PUNCT fis-3443 427 4 256 256 NUM fis-3443 427 5 /tileheight /tileheight NUM fis-3443 427 6 256 256 NUM fis-3443 427 7 /quality /quality NOUN fis-3443 427 8 30 30 NUM fis-3443 427 9 > > PUNCT fis-3443 427 10 > > X fis-3443 427 11 /jpeg2000grayimagedict /jpeg2000grayimagedict PUNCT fis-3443 427 12 < < X fis-3443 427 13 < < X fis-3443 427 14 /tilewidth /tilewidth PUNCT fis-3443 427 15 256 256 NUM fis-3443 427 16 /tileheight /tileheight NUM fis-3443 427 17 256 256 NUM fis-3443 427 18 /quality /quality NOUN fis-3443 427 19 30 30 NUM fis-3443 427 20 > > PUNCT fis-3443 427 21 > > X fis-3443 427 22 /antialiasmonoimages /antialiasmonoimage NOUN fis-3443 427 23 false false ADJ fis-3443 427 24 /cropmonoimages /cropmonoimage NOUN fis-3443 427 25 true true ADJ fis-3443 427 26 /monoimageminresolution /monoimageminresolution NUM fis-3443 427 27 1200 1200 NUM fis-3443 427 28 /monoimageminresolutionpolicy /monoimageminresolutionpolicy PUNCT fis-3443 428 1 /ok /ok PROPN fis-3443 428 2 /downsamplemonoimages /downsamplemonoimage VERB fis-3443 429 1 true true ADJ 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creativesuite NOUN fis-3443 474 7 ) ) PUNCT fis-3443 474 8 ( ( PUNCT fis-3443 474 9 2.0 2.0 NUM fis-3443 474 10 ) ) PUNCT fis-3443 474 11 ] ] PUNCT fis-3443 475 1 /pdfxoutputintentprofileselector /pdfxoutputintentprofileselector INTJ fis-3443 475 2 /documentcmyk /documentcmyk PUNCT fis-3443 476 1 /preserveediting /preserveedite VERB fis-3443 476 2 true true ADJ fis-3443 476 3 /untaggedcmykhandling /untaggedcmykhandling NOUN fis-3443 476 4 /leaveuntagged /leaveuntagge VERB fis-3443 476 5 /untaggedrgbhandling /untaggedrgbhandling NOUN fis-3443 476 6 /usedocumentprofile /usedocumentprofile INTJ fis-3443 476 7 /usedocumentbleed /usedocumentbleed NOUN fis-3443 477 1 false false ADJ fis-3443 477 2 > > PUNCT fis-3443 477 3 > > X fis-3443 477 4 ] ] PUNCT fis-3443 477 5 > > PUNCT fis-3443 477 6 > > X fis-3443 477 7 setdistillerparams setdistillerparam NOUN fis-3443 478 1 < < X fis-3443 478 2 < < X fis-3443 478 3 /hwresolution /hwresolution NOUN fis-3443 479 1 [ [ X fis-3443 479 2 2400 2400 NUM fis-3443 479 3 2400 2400 NUM fis-3443 479 4 ] ] PUNCT fis-3443 479 5 /pagesize /pagesize X fis-3443 480 1 [ [ X fis-3443 480 2 612.000 612.000 NUM fis-3443 480 3 792.000 792.000 NUM fis-3443 480 4 ] ] PUNCT fis-3443 480 5 > > PUNCT fis-3443 480 6 > > X fis-3443 480 7 setpagedevice setpagedevice PROPN