id	sid	tid	token	lemma	pos
fis-3004	1	1	microsoft	microsoft	PROPN
fis-3004	1	2	word	word	NOUN
fis-3004	1	3	numero_56_art_10_3004	numero_56_art_10_3004	PROPN
fis-3004	1	4	k.	k.	PROPN
fis-3004	1	5	fawzy	fawzy	PROPN
fis-3004	1	6	et	et	PROPN
fis-3004	1	7	al	al	PROPN
fis-3004	1	8	,	,	PUNCT
fis-3004	1	9	frattura	frattura	PROPN
fis-3004	1	10	ed	ed	PROPN
fis-3004	1	11	integrità	integrità	PROPN
fis-3004	1	12	strutturale	strutturale	PROPN
fis-3004	1	13	,	,	PUNCT
fis-3004	1	14	56	56	NUM
fis-3004	1	15	(	(	PUNCT
fis-3004	1	16	2021	2021	NUM
fis-3004	1	17	)	)	PUNCT
fis-3004	1	18	123	123	NUM
fis-3004	1	19	-	-	SYM
fis-3004	1	20	136	136	NUM
fis-3004	1	21	;	;	PUNCT
fis-3004	1	22	doi	doi	NOUN
fis-3004	1	23	:	:	PUNCT
fis-3004	1	24	10.3221	10.3221	NUM
fis-3004	1	25	/	/	SYM
fis-3004	1	26	igf	igf	PROPN
fis-3004	1	27	-	-	ADJ
fis-3004	1	28	esis.56.10	esis.56.10	PROPN
fis-3004	1	29	123	123	NUM
fis-3004	1	30	experimental	experimental	ADJ
fis-3004	1	31	and	and	CCONJ
fis-3004	1	32	analytical	analytical	ADJ
fis-3004	1	33	investigations	investigation	NOUN
fis-3004	1	34	of	of	ADP
fis-3004	1	35	reinforced	reinforce	VERB
fis-3004	1	36	concrete	concrete	ADJ
fis-3004	1	37	beams	beam	NOUN
fis-3004	1	38	strengthened	strengthen	VERB
fis-3004	1	39	by	by	ADP
fis-3004	1	40	different	different	ADJ
fis-3004	1	41	cfrp	cfrp	PROPN
fis-3004	1	42	sheet	sheet	NOUN
fis-3004	1	43	schemes	scheme	NOUN
fis-3004	1	44	khaled	khaled	PROPN
fis-3004	1	45	fawzy	fawzy	PROPN
fis-3004	1	46	,	,	PUNCT
fis-3004	1	47	hilal	hilal	PROPN
fis-3004	1	48	hassan	hassan	PROPN
fis-3004	1	49	,	,	PUNCT
fis-3004	1	50	m.	m.	PROPN
fis-3004	1	51	madqour	madqour	PROPN
fis-3004	1	52	university	university	PROPN
fis-3004	1	53	of	of	ADP
fis-3004	1	54	zagazig	zagazig	PROPN
fis-3004	1	55	,	,	PUNCT
fis-3004	1	56	egypt	egypt	PROPN
fis-3004	1	57	khaled_lashen1@yahoo.com	khaled_lashen1@yahoo.com	PROPN
fis-3004	1	58	,	,	PUNCT
fis-3004	1	59	https://orcid.org/0000-0003-2275-4025	https://orcid.org/0000-0003-2275-4025	PROPN
fis-3004	1	60	hilalcivil@yahoo.com	hilalcivil@yahoo.com	X
fis-3004	2	1	madqour42@gmail.com	madqour42@gmail.com	PROPN
fis-3004	2	2	,	,	PUNCT
fis-3004	2	3	https://orcid.org/0000-0002-0994-2884	https://orcid.org/0000-0002-0994-2884	PROPN
fis-3004	2	4	abstract	abstract	ADJ
fis-3004	2	5	.	.	PUNCT
fis-3004	3	1	the	the	DET
fis-3004	3	2	use	use	NOUN
fis-3004	3	3	of	of	ADP
fis-3004	3	4	reinforced	reinforce	VERB
fis-3004	3	5	fibre	fibre	NOUN
fis-3004	3	6	polymers	polymer	NOUN
fis-3004	3	7	to	to	PART
fis-3004	3	8	strengthen	strengthen	VERB
fis-3004	3	9	and	and	CCONJ
fis-3004	3	10	repair	repair	VERB
fis-3004	3	11	structural	structural	ADJ
fis-3004	3	12	elements	element	NOUN
fis-3004	3	13	is	be	AUX
fis-3004	3	14	widely	widely	ADV
fis-3004	3	15	spreading	spread	VERB
fis-3004	3	16	.	.	PUNCT
fis-3004	4	1	however	however	ADV
fis-3004	4	2	,	,	PUNCT
fis-3004	4	3	there	there	PRON
fis-3004	4	4	is	be	VERB
fis-3004	4	5	lack	lack	NOUN
fis-3004	4	6	of	of	ADP
fis-3004	4	7	knowledge	knowledge	NOUN
fis-3004	4	8	of	of	ADP
fis-3004	4	9	the	the	DET
fis-3004	4	10	actual	actual	ADJ
fis-3004	4	11	behavior	behavior	NOUN
fis-3004	4	12	of	of	ADP
fis-3004	4	13	strengthened	strengthen	VERB
fis-3004	4	14	structures	structure	NOUN
fis-3004	4	15	with	with	ADP
fis-3004	4	16	frp	frp	PROPN
fis-3004	4	17	sheets	sheet	NOUN
fis-3004	4	18	.	.	PUNCT
fis-3004	5	1	this	this	DET
fis-3004	5	2	paper	paper	NOUN
fis-3004	5	3	discusses	discuss	VERB
fis-3004	5	4	the	the	DET
fis-3004	5	5	experimental	experimental	ADJ
fis-3004	5	6	results	result	NOUN
fis-3004	5	7	of	of	ADP
fis-3004	5	8	the	the	DET
fis-3004	5	9	flexural	flexural	ADJ
fis-3004	5	10	strengthening	strengthening	NOUN
fis-3004	5	11	of	of	ADP
fis-3004	5	12	reinforced	reinforce	VERB
fis-3004	5	13	concrete	concrete	NOUN
fis-3004	5	14	(	(	PUNCT
fis-3004	5	15	rc	rc	NOUN
fis-3004	5	16	)	)	PUNCT
fis-3004	5	17	beams	beam	NOUN
fis-3004	5	18	by	by	ADP
fis-3004	5	19	carbon	carbon	NOUN
fis-3004	5	20	fibrereinforced	fibrereinforce	VERB
fis-3004	5	21	polymer	polymer	NOUN
fis-3004	5	22	(	(	PUNCT
fis-3004	5	23	cfrp	cfrp	NOUN
fis-3004	5	24	)	)	PUNCT
fis-3004	5	25	sheets	sheet	NOUN
fis-3004	5	26	bonded	bond	VERB
fis-3004	5	27	by	by	ADP
fis-3004	5	28	epoxy	epoxy	NOUN
fis-3004	5	29	adhesive	adhesive	NOUN
fis-3004	5	30	to	to	ADP
fis-3004	5	31	the	the	DET
fis-3004	5	32	tensile	tensile	NOUN
fis-3004	5	33	surface	surface	NOUN
fis-3004	5	34	of	of	ADP
fis-3004	5	35	the	the	DET
fis-3004	5	36	beams	beam	NOUN
fis-3004	5	37	.	.	PUNCT
fis-3004	6	1	using	use	VERB
fis-3004	6	2	a	a	DET
fis-3004	6	3	four	four	NUM
fis-3004	6	4	-	-	PUNCT
fis-3004	6	5	point	point	NOUN
fis-3004	6	6	bending	bending	NOUN
fis-3004	6	7	load	load	NOUN
fis-3004	6	8	system	system	NOUN
fis-3004	6	9	over	over	ADP
fis-3004	6	10	an	an	DET
fis-3004	6	11	effective	effective	ADJ
fis-3004	6	12	span	span	NOUN
fis-3004	6	13	of	of	ADP
fis-3004	6	14	1800	1800	NUM
fis-3004	6	15	mm	mm	NOUN
fis-3004	6	16	,	,	PUNCT
fis-3004	6	17	a	a	DET
fis-3004	6	18	total	total	NOUN
fis-3004	6	19	of	of	ADP
fis-3004	6	20	ten	ten	NUM
fis-3004	6	21	beams	beam	NOUN
fis-3004	6	22	with	with	ADP
fis-3004	6	23	an	an	DET
fis-3004	6	24	overall	overall	ADJ
fis-3004	6	25	dimension	dimension	NOUN
fis-3004	6	26	of	of	ADP
fis-3004	6	27	150	150	NUM
fis-3004	6	28	mm	mm	NOUN
fis-3004	6	29	*	*	NUM
fis-3004	6	30	200	200	NUM
fis-3004	6	31	mm	mm	NOUN
fis-3004	6	32	*	*	SYM
fis-3004	6	33	2000	2000	NUM
fis-3004	6	34	mm	mm	NOUN
fis-3004	6	35	with	with	ADP
fis-3004	6	36	different	different	ADJ
fis-3004	6	37	degrees	degree	NOUN
fis-3004	6	38	of	of	ADP
fis-3004	6	39	strengthening	strengthen	VERB
fis-3004	6	40	schemes	scheme	NOUN
fis-3004	6	41	were	be	AUX
fis-3004	6	42	tested	test	VERB
fis-3004	6	43	.	.	PUNCT
fis-3004	7	1	the	the	DET
fis-3004	7	2	number	number	NOUN
fis-3004	7	3	of	of	ADP
fis-3004	7	4	layers	layer	NOUN
fis-3004	7	5	,	,	PUNCT
fis-3004	7	6	strengthening	strengthen	VERB
fis-3004	7	7	scheme	scheme	NOUN
fis-3004	7	8	(	(	PUNCT
fis-3004	7	9	side	side	NOUN
fis-3004	7	10	and	and	CCONJ
fis-3004	7	11	u	u	NOUN
fis-3004	7	12	-	-	NOUN
fis-3004	7	13	shape	shape	NOUN
fis-3004	7	14	bonding	bonding	NOUN
fis-3004	7	15	)	)	PUNCT
fis-3004	7	16	and	and	CCONJ
fis-3004	7	17	reinforcement	reinforcement	NOUN
fis-3004	7	18	ratio	ratio	NOUN
fis-3004	7	19	are	be	AUX
fis-3004	7	20	the	the	DET
fis-3004	7	21	major	major	ADJ
fis-3004	7	22	parameters	parameter	NOUN
fis-3004	7	23	of	of	ADP
fis-3004	7	24	the	the	DET
fis-3004	7	25	experimental	experimental	ADJ
fis-3004	7	26	study	study	NOUN
fis-3004	7	27	.	.	PUNCT
fis-3004	8	1	the	the	DET
fis-3004	8	2	research	research	NOUN
fis-3004	8	3	indicates	indicate	VERB
fis-3004	8	4	that	that	SCONJ
fis-3004	8	5	the	the	DET
fis-3004	8	6	flexural	flexural	ADJ
fis-3004	8	7	strength	strength	NOUN
fis-3004	8	8	of	of	ADP
fis-3004	8	9	the	the	DET
fis-3004	8	10	beams	beam	NOUN
fis-3004	8	11	was	be	AUX
fis-3004	8	12	substantially	substantially	ADV
fis-3004	8	13	improved	improve	VERB
fis-3004	8	14	as	as	SCONJ
fis-3004	8	15	the	the	DET
fis-3004	8	16	layers	layer	NOUN
fis-3004	8	17	of	of	ADP
fis-3004	8	18	laminate	laminate	NOUN
fis-3004	8	19	increased	increase	VERB
fis-3004	8	20	(	(	PUNCT
fis-3004	8	21	between	between	ADP
fis-3004	8	22	31.80	31.80	NUM
fis-3004	8	23	and	and	CCONJ
fis-3004	8	24	71.50	71.50	NUM
fis-3004	8	25	%	%	NOUN
fis-3004	8	26	)	)	PUNCT
fis-3004	8	27	and	and	CCONJ
fis-3004	8	28	using	use	VERB
fis-3004	8	29	u	u	PRON
fis-3004	8	30	shape	shape	NOUN
fis-3004	8	31	in	in	ADP
fis-3004	8	32	ends	end	NOUN
fis-3004	8	33	that	that	PRON
fis-3004	8	34	delay	delay	VERB
fis-3004	8	35	or	or	CCONJ
fis-3004	8	36	prevent	prevent	VERB
fis-3004	8	37	debonding	debonding	NOUN
fis-3004	8	38	failure	failure	NOUN
fis-3004	8	39	.	.	PUNCT
fis-3004	9	1	the	the	DET
fis-3004	9	2	experimental	experimental	ADJ
fis-3004	9	3	results	result	NOUN
fis-3004	9	4	compared	compare	VERB
fis-3004	9	5	to	to	ADP
fis-3004	9	6	that	that	PRON
fis-3004	9	7	analytically	analytically	ADV
fis-3004	9	8	obtained	obtain	VERB
fis-3004	9	9	by	by	ADP
fis-3004	9	10	using	use	VERB
fis-3004	9	11	ansys	ansys	PROPN
fis-3004	9	12	model	model	NOUN
fis-3004	9	13	showing	show	VERB
fis-3004	9	14	acceptable	acceptable	ADJ
fis-3004	9	15	agreement	agreement	NOUN
fis-3004	9	16	with	with	ADP
fis-3004	9	17	deviations	deviation	NOUN
fis-3004	9	18	varying	vary	VERB
fis-3004	9	19	no	no	DET
fis-3004	9	20	more	more	ADJ
fis-3004	9	21	than	than	ADP
fis-3004	9	22	10	10	NUM
fis-3004	9	23	%	%	NOUN
fis-3004	9	24	for	for	ADP
fis-3004	9	25	all	all	DET
fis-3004	9	26	specimens	specimen	NOUN
fis-3004	9	27	.	.	PUNCT
fis-3004	10	1	keywords	keyword	NOUN
fis-3004	10	2	.	.	PUNCT
fis-3004	11	1	strengthening	strengthen	VERB
fis-3004	11	2	;	;	PUNCT
fis-3004	11	3	carbon	carbon	NOUN
fis-3004	11	4	fibre	fibre	NOUN
fis-3004	11	5	reinforced	reinforce	VERB
fis-3004	11	6	polymer	polymer	NOUN
fis-3004	11	7	;	;	PUNCT
fis-3004	11	8	deflection	deflection	NOUN
fis-3004	11	9	;	;	PUNCT
fis-3004	11	10	ansys	ansys	X
fis-3004	11	11	;	;	PUNCT
fis-3004	11	12	ultimate	ultimate	ADJ
fis-3004	11	13	strength	strength	NOUN
fis-3004	11	14	;	;	PUNCT
fis-3004	11	15	ductility	ductility	NOUN
fis-3004	11	16	.	.	PUNCT
fis-3004	12	1	citation	citation	NOUN
fis-3004	12	2	:	:	PUNCT
fis-3004	12	3	fawzi	fawzi	PROPN
fis-3004	12	4	.	.	PUNCT
fis-3004	12	5	,	,	PUNCT
fis-3004	13	1	f.	f.	PROPN
fis-3004	13	2	,	,	PUNCT
fis-3004	13	3	hassan	hassan	PROPN
fis-3004	13	4	,	,	PUNCT
fis-3004	13	5	h.	h.	PROPN
fis-3004	13	6	,	,	PUNCT
fis-3004	13	7	madqour	madqour	PROPN
fis-3004	13	8	.	.	PROPN
fis-3004	13	9	,	,	PUNCT
fis-3004	13	10	m.	m.	NOUN
fis-3004	13	11	experimental	experimental	ADJ
fis-3004	13	12	and	and	CCONJ
fis-3004	13	13	analytical	analytical	ADJ
fis-3004	13	14	investigations	investigation	NOUN
fis-3004	13	15	of	of	ADP
fis-3004	13	16	reinforced	reinforce	VERB
fis-3004	13	17	concrete	concrete	ADJ
fis-3004	13	18	beams	beam	NOUN
fis-3004	13	19	strengthened	strengthen	VERB
fis-3004	13	20	by	by	ADP
fis-3004	13	21	different	different	ADJ
fis-3004	13	22	cfrp	cfrp	PROPN
fis-3004	13	23	sheet	sheet	NOUN
fis-3004	13	24	schemes	scheme	NOUN
fis-3004	13	25	,	,	PUNCT
fis-3004	13	26	frattura	frattura	PROPN
fis-3004	13	27	ed	ed	PROPN
fis-3004	13	28	integrità	integrità	PROPN
fis-3004	13	29	strutturale	strutturale	PROPN
fis-3004	13	30	,	,	PUNCT
fis-3004	13	31	56	56	NUM
fis-3004	13	32	(	(	PUNCT
fis-3004	13	33	2021	2021	NUM
fis-3004	13	34	)	)	PUNCT
fis-3004	13	35	123	123	NUM
fis-3004	13	36	-	-	SYM
fis-3004	13	37	136	136	NUM
fis-3004	13	38	.	.	PUNCT
fis-3004	13	39	received	receive	VERB
fis-3004	13	40	:	:	PUNCT
fis-3004	13	41	31.01.2021	31.01.2021	NUM
fis-3004	13	42	accepted	accept	VERB
fis-3004	13	43	:	:	PUNCT
fis-3004	13	44	08.03.2021	08.03.2021	NOUN
fis-3004	13	45	published	publish	VERB
fis-3004	13	46	:	:	PUNCT
fis-3004	13	47	01.04.2021	01.04.2021	NUM
fis-3004	14	1	copyright	copyright	NOUN
fis-3004	14	2	:	:	PUNCT
fis-3004	14	3	©	©	PROPN
fis-3004	14	4	2021	2021	NUM
fis-3004	14	5	this	this	PRON
fis-3004	14	6	is	be	AUX
fis-3004	14	7	an	an	DET
fis-3004	14	8	open	open	ADJ
fis-3004	14	9	access	access	NOUN
fis-3004	14	10	article	article	NOUN
fis-3004	14	11	under	under	ADP
fis-3004	14	12	the	the	DET
fis-3004	14	13	terms	term	NOUN
fis-3004	14	14	of	of	ADP
fis-3004	14	15	the	the	DET
fis-3004	14	16	cc	cc	NOUN
fis-3004	14	17	-	-	PUNCT
fis-3004	14	18	by	by	ADP
fis-3004	14	19	4.0	4.0	NUM
fis-3004	14	20	,	,	PUNCT
fis-3004	14	21	which	which	PRON
fis-3004	14	22	permits	permit	VERB
fis-3004	14	23	unrestricted	unrestricted	ADJ
fis-3004	14	24	use	use	NOUN
fis-3004	14	25	,	,	PUNCT
fis-3004	14	26	distribution	distribution	NOUN
fis-3004	14	27	,	,	PUNCT
fis-3004	14	28	and	and	CCONJ
fis-3004	14	29	reproduction	reproduction	NOUN
fis-3004	14	30	in	in	ADP
fis-3004	14	31	any	any	DET
fis-3004	14	32	medium	medium	NOUN
fis-3004	14	33	,	,	PUNCT
fis-3004	14	34	provided	provide	VERB
fis-3004	14	35	the	the	DET
fis-3004	14	36	original	original	ADJ
fis-3004	14	37	author	author	NOUN
fis-3004	14	38	and	and	CCONJ
fis-3004	14	39	source	source	NOUN
fis-3004	14	40	are	be	AUX
fis-3004	14	41	credited	credit	VERB
fis-3004	14	42	.	.	PUNCT
fis-3004	15	1	introduction	introduction	NOUN
fis-3004	15	2	he	he	PRON
fis-3004	15	3	external	external	ADJ
fis-3004	15	4	bonding	bonding	NOUN
fis-3004	15	5	of	of	ADP
fis-3004	15	6	high	high	ADJ
fis-3004	15	7	-	-	PUNCT
fis-3004	15	8	strength	strength	NOUN
fis-3004	15	9	cfrp	cfrp	NOUN
fis-3004	15	10	to	to	ADP
fis-3004	15	11	structural	structural	ADJ
fis-3004	15	12	concrete	concrete	ADJ
fis-3004	15	13	components	component	NOUN
fis-3004	15	14	has	have	AUX
fis-3004	15	15	gained	gain	VERB
fis-3004	15	16	widespread	widespread	ADJ
fis-3004	15	17	significance	significance	NOUN
fis-3004	15	18	in	in	ADP
fis-3004	15	19	recent	recent	ADJ
fis-3004	15	20	years	year	NOUN
fis-3004	15	21	,	,	PUNCT
fis-3004	15	22	particularly	particularly	ADV
fis-3004	15	23	in	in	ADP
fis-3004	15	24	rehabilitation	rehabilitation	NOUN
fis-3004	15	25	works	work	NOUN
fis-3004	15	26	.	.	PUNCT
fis-3004	16	1	due	due	ADP
fis-3004	16	2	to	to	ADP
fis-3004	16	3	the	the	DET
fis-3004	16	4	various	various	ADJ
fis-3004	16	5	benefits	benefit	NOUN
fis-3004	16	6	of	of	ADP
fis-3004	16	7	the	the	DET
fis-3004	16	8	use	use	NOUN
fis-3004	16	9	of	of	ADP
fis-3004	16	10	cfrp	cfrp	NOUN
fis-3004	16	11	as	as	ADP
fis-3004	16	12	reinforcement	reinforcement	NOUN
fis-3004	16	13	,	,	PUNCT
fis-3004	16	14	such	such	ADJ
fis-3004	16	15	as	as	ADP
fis-3004	16	16	corrosion	corrosion	NOUN
fis-3004	16	17	resistance	resistance	NOUN
fis-3004	16	18	,	,	PUNCT
fis-3004	16	19	lightweight	lightweight	NOUN
fis-3004	16	20	,	,	PUNCT
fis-3004	16	21	and	and	CCONJ
fis-3004	16	22	high	high	ADJ
fis-3004	16	23	strength	strength	NOUN
fis-3004	16	24	.	.	PUNCT
fis-3004	17	1	the	the	DET
fis-3004	17	2	need	need	NOUN
fis-3004	17	3	for	for	ADP
fis-3004	17	4	bridges	bridge	NOUN
fis-3004	17	5	,	,	PUNCT
fis-3004	17	6	buildings	building	NOUN
fis-3004	17	7	,	,	PUNCT
fis-3004	17	8	and	and	CCONJ
fis-3004	17	9	other	other	ADJ
fis-3004	17	10	structural	structural	ADJ
fis-3004	17	11	elements	element	NOUN
fis-3004	17	12	to	to	PART
fis-3004	17	13	be	be	AUX
fis-3004	17	14	rehabilitated	rehabilitate	VERB
fis-3004	17	15	or	or	CCONJ
fis-3004	17	16	strengthened	strengthen	VERB
fis-3004	17	17	may	may	AUX
fis-3004	17	18	occur	occur	VERB
fis-3004	17	19	due	due	ADP
fis-3004	17	20	to	to	ADP
fis-3004	17	21	one	one	NUM
fis-3004	17	22	or	or	CCONJ
fis-3004	17	23	a	a	DET
fis-3004	17	24	combination	combination	NOUN
fis-3004	17	25	of	of	ADP
fis-3004	17	26	several	several	ADJ
fis-3004	17	27	reasons	reason	NOUN
fis-3004	17	28	including	include	VERB
fis-3004	17	29	but	but	CCONJ
fis-3004	17	30	not	not	PART
fis-3004	17	31	limited	limit	VERB
fis-3004	17	32	to	to	ADP
fis-3004	17	33	construction	construction	NOUN
fis-3004	17	34	or	or	CCONJ
fis-3004	17	35	design	design	NOUN
fis-3004	17	36	deficiencies	deficiency	NOUN
fis-3004	17	37	,	,	PUNCT
fis-3004	17	38	increased	increase	VERB
fis-3004	17	39	load	load	NOUN
fis-3004	17	40	carrying	carry	VERB
fis-3004	17	41	demands	demand	NOUN
fis-3004	17	42	,	,	PUNCT
fis-3004	17	43	damage	damage	NOUN
fis-3004	17	44	to	to	ADP
fis-3004	17	45	the	the	DET
fis-3004	17	46	structural	structural	ADJ
fis-3004	17	47	components	component	NOUN
fis-3004	17	48	,	,	PUNCT
fis-3004	17	49	and	and	CCONJ
fis-3004	17	50	seismic	seismic	ADJ
fis-3004	17	51	rehabilitation	rehabilitation	NOUN
fis-3004	17	52	.	.	PUNCT
fis-3004	18	1	cfrp	cfrp	PROPN
fis-3004	18	2	was	be	AUX
fis-3004	18	3	commonly	commonly	ADV
fis-3004	18	4	used	use	VERB
fis-3004	18	5	for	for	ADP
fis-3004	18	6	strengthening	strengthen	VERB
fis-3004	18	7	reinforced	reinforce	VERB
fis-3004	18	8	concrete	concrete	NOUN
fis-3004	18	9	,	,	PUNCT
fis-3004	18	10	masonry	masonry	NOUN
fis-3004	18	11	,	,	PUNCT
fis-3004	18	12	and	and	CCONJ
fis-3004	18	13	steel	steel	NOUN
fis-3004	18	14	structures	structure	NOUN
fis-3004	18	15	.	.	PUNCT
fis-3004	19	1	several	several	ADJ
fis-3004	19	2	studies	study	NOUN
fis-3004	19	3	have	have	AUX
fis-3004	19	4	shown	show	VERB
fis-3004	19	5	the	the	DET
fis-3004	19	6	suitability	suitability	NOUN
fis-3004	19	7	of	of	ADP
fis-3004	19	8	cfrp	cfrp	PROPN
fis-3004	19	9	material	material	NOUN
fis-3004	19	10	for	for	ADP
fis-3004	19	11	structures	structure	NOUN
fis-3004	19	12	made	make	VERB
fis-3004	19	13	up	up	ADP
fis-3004	19	14	of	of	ADP
fis-3004	19	15	different	different	ADJ
fis-3004	19	16	materials	material	NOUN
fis-3004	19	17	,	,	PUNCT
fis-3004	19	18	stiffness	stiffness	NOUN
fis-3004	19	19	,	,	PUNCT
fis-3004	19	20	and	and	CCONJ
fis-3004	19	21	t	t	PROPN
fis-3004	19	22	https://youtu.be/6maz7ecy9nc	https://youtu.be/6maz7ecy9nc	PROPN
fis-3004	19	23	k.	k.	PROPN
fis-3004	19	24	fawzy	fawzy	PROPN
fis-3004	19	25	et	et	PROPN
fis-3004	19	26	al	al	PROPN
fis-3004	19	27	,	,	PUNCT
fis-3004	19	28	frattura	frattura	PROPN
fis-3004	19	29	ed	ed	PROPN
fis-3004	19	30	integrità	integrità	PROPN
fis-3004	19	31	strutturale	strutturale	PROPN
fis-3004	19	32	,	,	PUNCT
fis-3004	19	33	56	56	NUM
fis-3004	19	34	(	(	PUNCT
fis-3004	19	35	2021	2021	NUM
fis-3004	19	36	)	)	PUNCT
fis-3004	19	37	123	123	NUM
fis-3004	19	38	-	-	SYM
fis-3004	19	39	136	136	NUM
fis-3004	19	40	;	;	PUNCT
fis-3004	19	41	doi	doi	NOUN
fis-3004	19	42	:	:	PUNCT
fis-3004	19	43	10.3221	10.3221	NUM
fis-3004	19	44	/	/	SYM
fis-3004	19	45	igf	igf	PROPN
fis-3004	19	46	-	-	NOUN
fis-3004	19	47	esis.56.10	esis.56.10	NOUN
fis-3004	19	48	124	124	NUM
fis-3004	19	49	ductility	ductility	NOUN
fis-3004	19	50	[	[	X
fis-3004	19	51	1	1	NUM
fis-3004	19	52	-	-	SYM
fis-3004	19	53	4	4	NUM
fis-3004	19	54	]	]	PUNCT
fis-3004	19	55	.	.	PUNCT
fis-3004	20	1	by	by	ADP
fis-3004	20	2	following	follow	VERB
fis-3004	20	3	the	the	DET
fis-3004	20	4	proper	proper	ADJ
fis-3004	20	5	technique	technique	NOUN
fis-3004	20	6	of	of	ADP
fis-3004	20	7	retrofitting	retrofitting	NOUN
fis-3004	20	8	,	,	PUNCT
fis-3004	20	9	cfrp	cfrp	PROPN
fis-3004	20	10	greatly	greatly	ADV
fis-3004	20	11	improves	improve	VERB
fis-3004	20	12	the	the	DET
fis-3004	20	13	shear	shear	NOUN
fis-3004	20	14	and	and	CCONJ
fis-3004	20	15	flexure	flexure	VERB
fis-3004	20	16	strength	strength	NOUN
fis-3004	20	17	of	of	ADP
fis-3004	20	18	concrete	concrete	ADJ
fis-3004	20	19	structures	structure	NOUN
fis-3004	20	20	compared	compare	VERB
fis-3004	20	21	to	to	ADP
fis-3004	20	22	the	the	DET
fis-3004	20	23	standard	standard	ADJ
fis-3004	20	24	concrete	concrete	ADJ
fis-3004	20	25	structure	structure	NOUN
fis-3004	20	26	.	.	PUNCT
fis-3004	21	1	the	the	DET
fis-3004	21	2	epoxy	epoxy	NOUN
fis-3004	21	3	resin	resin	NOUN
fis-3004	21	4	which	which	PRON
fis-3004	21	5	is	be	AUX
fis-3004	21	6	the	the	DET
fis-3004	21	7	adhesive	adhesive	NOUN
fis-3004	21	8	that	that	PRON
fis-3004	21	9	allows	allow	VERB
fis-3004	21	10	the	the	DET
fis-3004	21	11	bond	bond	NOUN
fis-3004	21	12	between	between	ADP
fis-3004	21	13	the	the	DET
fis-3004	21	14	concrete	concrete	ADJ
fis-3004	21	15	surface	surface	NOUN
fis-3004	21	16	and	and	CCONJ
fis-3004	21	17	cfrp	cfrp	NOUN
fis-3004	21	18	a	a	DET
fis-3004	21	19	key	key	ADJ
fis-3004	21	20	parameter	parameter	NOUN
fis-3004	21	21	for	for	ADP
fis-3004	21	22	the	the	DET
fis-3004	21	23	control	control	NOUN
fis-3004	21	24	for	for	ADP
fis-3004	21	25	the	the	DET
fis-3004	21	26	ultimate	ultimate	ADJ
fis-3004	21	27	strength	strength	NOUN
fis-3004	21	28	because	because	SCONJ
fis-3004	21	29	it	it	PRON
fis-3004	21	30	often	often	ADV
fis-3004	21	31	fails	fail	VERB
fis-3004	21	32	first	first	ADV
fis-3004	21	33	.	.	PUNCT
fis-3004	22	1	flexure	flexure	VERB
fis-3004	22	2	,	,	PUNCT
fis-3004	22	3	shear	shear	NOUN
fis-3004	22	4	,	,	PUNCT
fis-3004	22	5	and	and	CCONJ
fis-3004	22	6	compression	compression	NOUN
fis-3004	22	7	cracks	crack	NOUN
fis-3004	22	8	can	can	AUX
fis-3004	22	9	be	be	AUX
fis-3004	22	10	minimized	minimize	VERB
fis-3004	22	11	with	with	ADP
fis-3004	22	12	the	the	DET
fis-3004	22	13	help	help	NOUN
fis-3004	22	14	of	of	ADP
fis-3004	22	15	cfrp	cfrp	PROPN
fis-3004	22	16	technology	technology	PROPN
fis-3004	22	17	in	in	ADP
fis-3004	22	18	rc	rc	PROPN
fis-3004	22	19	beams	beam	NOUN
fis-3004	22	20	.	.	PUNCT
fis-3004	23	1	the	the	DET
fis-3004	23	2	use	use	NOUN
fis-3004	23	3	of	of	ADP
fis-3004	23	4	cfrp	cfrp	NOUN
fis-3004	23	5	compared	compare	VERB
fis-3004	23	6	to	to	ADP
fis-3004	23	7	other	other	ADJ
fis-3004	23	8	fibre	fibre	NOUN
fis-3004	23	9	-	-	PUNCT
fis-3004	23	10	reinforced	reinforce	VERB
fis-3004	23	11	polymer	polymer	NOUN
fis-3004	23	12	(	(	PUNCT
fis-3004	23	13	frp	frp	PROPN
fis-3004	23	14	)	)	PUNCT
fis-3004	23	15	materials	material	NOUN
fis-3004	23	16	for	for	ADP
fis-3004	23	17	retrofitting	retrofit	VERB
fis-3004	23	18	results	result	NOUN
fis-3004	23	19	from	from	ADP
fis-3004	23	20	its	its	PRON
fis-3004	23	21	low	low	ADJ
fis-3004	23	22	density	density	NOUN
fis-3004	23	23	,	,	PUNCT
fis-3004	23	24	its	its	PRON
fis-3004	23	25	resistance	resistance	NOUN
fis-3004	23	26	to	to	ADP
fis-3004	23	27	elevated	elevated	ADJ
fis-3004	23	28	tensile	tensile	NOUN
fis-3004	23	29	forces	force	NOUN
fis-3004	23	30	,	,	PUNCT
fis-3004	23	31	fatigue	fatigue	NOUN
fis-3004	23	32	,	,	PUNCT
fis-3004	23	33	and	and	CCONJ
fis-3004	23	34	corrosion	corrosion	NOUN
fis-3004	23	35	.	.	PUNCT
fis-3004	24	1	hasnat	hasnat	PROPN
fis-3004	24	2	el	el	PROPN
fis-3004	24	3	al	al	PROPN
fis-3004	25	1	[	[	X
fis-3004	25	2	5	5	NUM
fis-3004	25	3	]	]	PUNCT
fis-3004	25	4	performed	perform	VERB
fis-3004	25	5	research	research	NOUN
fis-3004	25	6	on	on	ADP
fis-3004	25	7	simply	simply	ADV
fis-3004	25	8	supported	support	VERB
fis-3004	25	9	rc	rc	PROPN
fis-3004	25	10	beams	beam	NOUN
fis-3004	25	11	reinforced	reinforce	VERB
fis-3004	25	12	by	by	ADP
fis-3004	25	13	cfrp	cfrp	PROPN
fis-3004	25	14	wrap	wrap	PROPN
fis-3004	25	15	.	.	PUNCT
fis-3004	26	1	a	a	DET
fis-3004	26	2	cfrp	cfrp	PROPN
fis-3004	26	3	wrap	wrap	PROPN
fis-3004	26	4	withstood	withstand	VERB
fis-3004	26	5	the	the	DET
fis-3004	26	6	premature	premature	ADJ
fis-3004	26	7	debonding	debonding	NOUN
fis-3004	26	8	of	of	ADP
fis-3004	26	9	the	the	DET
fis-3004	26	10	cover	cover	NOUN
fis-3004	26	11	and	and	CCONJ
fis-3004	26	12	acted	act	VERB
fis-3004	26	13	as	as	ADP
fis-3004	26	14	a	a	DET
fis-3004	26	15	u	u	NOUN
fis-3004	26	16	-	-	NOUN
fis-3004	26	17	clip	clip	NOUN
fis-3004	26	18	resulting	result	VERB
fis-3004	26	19	in	in	ADP
fis-3004	26	20	an	an	DET
fis-3004	26	21	improvement	improvement	NOUN
fis-3004	26	22	in	in	ADP
fis-3004	26	23	the	the	DET
fis-3004	26	24	capacity	capacity	NOUN
fis-3004	26	25	of	of	ADP
fis-3004	26	26	the	the	DET
fis-3004	26	27	ultimate	ultimate	ADJ
fis-3004	26	28	moment	moment	NOUN
fis-3004	26	29	.	.	PUNCT
fis-3004	27	1	mostafa	mostafa	PROPN
fis-3004	27	2	and	and	CCONJ
fis-3004	27	3	razaqpur	razaqpur	VERB
fis-3004	27	4	[	[	PUNCT
fis-3004	27	5	6	6	NUM
fis-3004	27	6	]	]	PUNCT
fis-3004	27	7	carried	carry	VERB
fis-3004	27	8	out	out	ADP
fis-3004	27	9	an	an	DET
fis-3004	27	10	experiment	experiment	NOUN
fis-3004	27	11	on	on	ADP
fis-3004	27	12	t	t	PROPN
fis-3004	27	13	-	-	PUNCT
fis-3004	27	14	section	section	NOUN
fis-3004	27	15	reinforced	reinforce	VERB
fis-3004	27	16	concrete	concrete	ADJ
fis-3004	27	17	beams	beam	NOUN
fis-3004	27	18	.	.	PUNCT
fis-3004	28	1	the	the	DET
fis-3004	28	2	load	load	NOUN
fis-3004	28	3	was	be	AUX
fis-3004	28	4	applied	apply	VERB
fis-3004	28	5	and	and	CCONJ
fis-3004	28	6	the	the	DET
fis-3004	28	7	deflection	deflection	NOUN
fis-3004	28	8	was	be	AUX
fis-3004	28	9	calculated	calculate	VERB
fis-3004	28	10	for	for	ADP
fis-3004	28	11	each	each	DET
fis-3004	28	12	beam	beam	NOUN
fis-3004	28	13	.	.	PUNCT
fis-3004	29	1	the	the	DET
fis-3004	29	2	full	full	ADJ
fis-3004	29	3	post	post	ADJ
fis-3004	29	4	-	-	ADJ
fis-3004	29	5	peak	peak	ADJ
fis-3004	29	6	load	load	NOUN
fis-3004	29	7	/	/	SYM
fis-3004	29	8	softening	soften	VERB
fis-3004	29	9	response	response	NOUN
fis-3004	29	10	of	of	ADP
fis-3004	29	11	each	each	DET
fis-3004	29	12	beam	beam	NOUN
fis-3004	29	13	also	also	ADV
fis-3004	29	14	was	be	AUX
fis-3004	29	15	obtained	obtain	VERB
fis-3004	29	16	.	.	PUNCT
fis-3004	30	1	fu	fu	PROPN
fis-3004	30	2	et	et	PROPN
fis-3004	30	3	al	al	PROPN
fis-3004	30	4	.	.	PROPN
fis-3004	30	5	research	research	NOUN
fis-3004	30	6	on	on	ADP
fis-3004	30	7	the	the	DET
fis-3004	30	8	effectiveness	effectiveness	NOUN
fis-3004	30	9	of	of	ADP
fis-3004	30	10	the	the	DET
fis-3004	30	11	u	u	NOUN
fis-3004	30	12	-	-	NOUN
fis-3004	30	13	jacket	jacket	ADJ
fis-3004	30	14	system	system	NOUN
fis-3004	30	15	in	in	ADP
fis-3004	30	16	preventing	prevent	VERB
fis-3004	30	17	or	or	CCONJ
fis-3004	30	18	delaying	delay	VERB
fis-3004	30	19	debonding	debonding	NOUN
fis-3004	30	20	failure	failure	NOUN
fis-3004	30	21	has	have	AUX
fis-3004	30	22	been	be	AUX
fis-3004	30	23	published	publish	VERB
fis-3004	30	24	.	.	PUNCT
fis-3004	31	1	nine	nine	NUM
fis-3004	31	2	largerange	largerange	NOUN
fis-3004	31	3	rc	rc	PROPN
fis-3004	31	4	beams	beam	NOUN
fis-3004	31	5	were	be	AUX
fis-3004	31	6	studied	study	VERB
fis-3004	31	7	in	in	ADP
fis-3004	31	8	their	their	PRON
fis-3004	31	9	experimental	experimental	ADJ
fis-3004	31	10	analysis	analysis	NOUN
fis-3004	31	11	to	to	PART
fis-3004	31	12	study	study	VERB
fis-3004	31	13	and	and	CCONJ
fis-3004	31	14	examine	examine	VERB
fis-3004	31	15	the	the	DET
fis-3004	31	16	effects	effect	NOUN
fis-3004	31	17	of	of	ADP
fis-3004	31	18	different	different	ADJ
fis-3004	31	19	frp	frp	PROPN
fis-3004	31	20	u	u	NOUN
fis-3004	31	21	-	-	NOUN
fis-3004	31	22	jacket	jacket	ADJ
fis-3004	31	23	modes	mode	NOUN
fis-3004	31	24	on	on	ADP
fis-3004	31	25	debonding	debonding	NOUN
fis-3004	31	26	failure	failure	NOUN
fis-3004	31	27	.	.	PUNCT
fis-3004	32	1	abid	abid	PROPN
fis-3004	32	2	and	and	CCONJ
fis-3004	32	3	al	al	PROPN
fis-3004	32	4	-	-	PUNCT
fis-3004	32	5	lami	lami	NOUN
fis-3004	32	6	[	[	X
fis-3004	32	7	7	7	X
fis-3004	32	8	]	]	PUNCT
fis-3004	32	9	also	also	ADV
fis-3004	32	10	performed	perform	VERB
fis-3004	32	11	a	a	DET
fis-3004	32	12	detailed	detailed	ADJ
fis-3004	32	13	analysis	analysis	NOUN
fis-3004	32	14	of	of	ADP
fis-3004	32	15	previous	previous	ADJ
fis-3004	32	16	studies	study	NOUN
fis-3004	32	17	that	that	PRON
fis-3004	32	18	highlight	highlight	VERB
fis-3004	32	19	the	the	DET
fis-3004	32	20	strength	strength	NOUN
fis-3004	32	21	and	and	CCONJ
fis-3004	32	22	durability	durability	NOUN
fis-3004	32	23	of	of	ADP
fis-3004	32	24	concrete	concrete	ADJ
fis-3004	32	25	beams	beam	NOUN
fis-3004	32	26	that	that	PRON
fis-3004	32	27	have	have	AUX
fis-3004	32	28	been	be	AUX
fis-3004	32	29	externally	externally	ADV
fis-3004	32	30	bonded	bond	VERB
fis-3004	32	31	to	to	ADP
fis-3004	32	32	frp	frp	PROPN
fis-3004	32	33	reinforcement	reinforcement	NOUN
fis-3004	32	34	.	.	PUNCT
fis-3004	33	1	the	the	DET
fis-3004	33	2	study	study	NOUN
fis-3004	33	3	focused	focus	VERB
fis-3004	33	4	on	on	ADP
fis-3004	33	5	bond	bond	NOUN
fis-3004	33	6	behavior	behavior	NOUN
fis-3004	33	7	,	,	PUNCT
fis-3004	33	8	testing	testing	NOUN
fis-3004	33	9	approaches	approach	NOUN
fis-3004	33	10	,	,	PUNCT
fis-3004	33	11	and	and	CCONJ
fis-3004	33	12	models	model	NOUN
fis-3004	33	13	used	use	VERB
fis-3004	33	14	to	to	PART
fis-3004	33	15	determine	determine	VERB
fis-3004	33	16	bond	bond	NOUN
fis-3004	33	17	strength	strength	NOUN
fis-3004	33	18	.	.	PUNCT
fis-3004	34	1	flexure	flexure	VERB
fis-3004	34	2	,	,	PUNCT
fis-3004	34	3	shear	shear	NOUN
fis-3004	34	4	,	,	PUNCT
fis-3004	34	5	and	and	CCONJ
fis-3004	34	6	fatigue	fatigue	NOUN
fis-3004	34	7	behaviors	behavior	NOUN
fis-3004	34	8	of	of	ADP
fis-3004	34	9	multiple	multiple	ADJ
fis-3004	34	10	reinforcement	reinforcement	NOUN
fis-3004	34	11	techniques	technique	NOUN
fis-3004	34	12	have	have	AUX
fis-3004	34	13	been	be	AUX
fis-3004	34	14	reviewed	review	VERB
fis-3004	34	15	and	and	CCONJ
fis-3004	34	16	discussed	discuss	VERB
fis-3004	34	17	in	in	ADP
fis-3004	34	18	detail	detail	NOUN
fis-3004	34	19	.	.	PUNCT
fis-3004	35	1	benaoum	benaoum	PROPN
fis-3004	35	2	el	el	PROPN
fis-3004	35	3	al	al	PROPN
fis-3004	36	1	[	[	X
fis-3004	36	2	2	2	NUM
fis-3004	36	3	]	]	PUNCT
fis-3004	36	4	in	in	ADP
fis-3004	36	5	this	this	DET
fis-3004	36	6	study	study	NOUN
fis-3004	36	7	,	,	PUNCT
fis-3004	36	8	3d	3d	NOUN
fis-3004	36	9	-	-	PUNCT
fis-3004	36	10	fem	fem	NOUN
fis-3004	36	11	is	be	AUX
fis-3004	36	12	analyzed	analyze	VERB
fis-3004	36	13	in	in	ADP
fis-3004	36	14	reinforced	reinforce	VERB
fis-3004	36	15	concrete	concrete	ADJ
fis-3004	36	16	beams	beam	NOUN
fis-3004	36	17	on	on	ADP
fis-3004	36	18	the	the	DET
fis-3004	36	19	basis	basis	NOUN
fis-3004	36	20	of	of	ADP
fis-3004	36	21	a	a	DET
fis-3004	36	22	load	load	NOUN
fis-3004	36	23	-	-	PUNCT
fis-3004	36	24	deflection	deflection	NOUN
fis-3004	36	25	reaction	reaction	NOUN
fis-3004	36	26	analysis	analysis	NOUN
fis-3004	36	27	.	.	PUNCT
fis-3004	37	1	the	the	DET
fis-3004	37	2	value	value	NOUN
fis-3004	37	3	of	of	ADP
fis-3004	37	4	loading	loading	NOUN
fis-3004	37	5	magnitude	magnitude	NOUN
fis-3004	37	6	,	,	PUNCT
fis-3004	37	7	crack	crack	VERB
fis-3004	37	8	initiation	initiation	NOUN
fis-3004	37	9	and	and	CCONJ
fis-3004	37	10	geometric	geometric	ADJ
fis-3004	37	11	parameters	parameter	NOUN
fis-3004	37	12	has	have	AUX
fis-3004	37	13	been	be	AUX
fis-3004	37	14	shown	show	VERB
fis-3004	37	15	.	.	PUNCT
fis-3004	38	1	a	a	DET
fis-3004	38	2	cracked	crack	VERB
fis-3004	38	3	concrete	concrete	ADJ
fis-3004	38	4	beam	beam	NOUN
fis-3004	38	5	supported	support	VERB
fis-3004	38	6	by	by	ADP
fis-3004	38	7	externally	externally	ADV
fis-3004	38	8	bonding	bond	VERB
fis-3004	38	9	cfrp	cfrp	NOUN
fis-3004	38	10	and	and	CCONJ
fis-3004	38	11	a	a	DET
fis-3004	38	12	concrete	concrete	ADJ
fis-3004	38	13	beam	beam	NOUN
fis-3004	38	14	strengthened	strengthen	VERB
fis-3004	38	15	by	by	ADP
fis-3004	38	16	steel	steel	NOUN
fis-3004	38	17	bars	bar	NOUN
fis-3004	38	18	.	.	PUNCT
fis-3004	39	1	however	however	ADV
fis-3004	39	2	,	,	PUNCT
fis-3004	39	3	the	the	DET
fis-3004	39	4	debonding	debonding	NOUN
fis-3004	39	5	process	process	NOUN
fis-3004	39	6	of	of	ADP
fis-3004	39	7	collapse	collapse	NOUN
fis-3004	39	8	,	,	PUNCT
fis-3004	39	9	structural	structural	ADJ
fis-3004	39	10	ductility	ductility	NOUN
fis-3004	39	11	,	,	PUNCT
fis-3004	39	12	and	and	CCONJ
fis-3004	39	13	long	long	ADJ
fis-3004	39	14	-	-	PUNCT
fis-3004	39	15	term	term	NOUN
fis-3004	39	16	durability	durability	NOUN
fis-3004	39	17	are	be	AUX
fis-3004	39	18	the	the	DET
fis-3004	39	19	major	major	ADJ
fis-3004	39	20	challenges	challenge	NOUN
fis-3004	39	21	facing	face	VERB
fis-3004	39	22	cfrp	cfrp	NOUN
fis-3004	39	23	due	due	ADP
fis-3004	39	24	to	to	ADP
fis-3004	39	25	weak	weak	ADJ
fis-3004	39	26	bonding	bonding	NOUN
fis-3004	39	27	and	and	CCONJ
fis-3004	39	28	decreased	decrease	VERB
fis-3004	39	29	vapor	vapor	NOUN
fis-3004	39	30	pressure	pressure	NOUN
fis-3004	39	31	[	[	X
fis-3004	39	32	8	8	NUM
fis-3004	39	33	-	-	SYM
fis-3004	39	34	12	12	NUM
fis-3004	39	35	]	]	PUNCT
fis-3004	39	36	.	.	PUNCT
fis-3004	40	1	flexural	flexural	ADJ
fis-3004	40	2	strength	strength	NOUN
fis-3004	40	3	,	,	PUNCT
fis-3004	40	4	failure	failure	NOUN
fis-3004	40	5	behavior	behavior	NOUN
fis-3004	40	6	,	,	PUNCT
fis-3004	40	7	and	and	CCONJ
fis-3004	40	8	structural	structural	ADJ
fis-3004	40	9	ductility	ductility	NOUN
fis-3004	40	10	are	be	AUX
fis-3004	40	11	the	the	DET
fis-3004	40	12	most	most	ADV
fis-3004	40	13	important	important	ADJ
fis-3004	40	14	parameters	parameter	NOUN
fis-3004	40	15	to	to	PART
fis-3004	40	16	be	be	AUX
fis-3004	40	17	considered	consider	VERB
fis-3004	40	18	in	in	ADP
fis-3004	40	19	structural	structural	ADJ
fis-3004	40	20	design	design	NOUN
fis-3004	40	21	,	,	PUNCT
fis-3004	40	22	especially	especially	ADV
fis-3004	40	23	when	when	SCONJ
fis-3004	40	24	the	the	DET
fis-3004	40	25	structure	structure	NOUN
fis-3004	40	26	is	be	AUX
fis-3004	40	27	in	in	ADP
fis-3004	40	28	high	high	ADJ
fis-3004	40	29	earthquake	earthquake	NOUN
fis-3004	40	30	zone	zone	NOUN
fis-3004	40	31	.	.	PUNCT
fis-3004	41	1	cfrp	cfrp	PROPN
fis-3004	41	2	is	be	AUX
fis-3004	41	3	a	a	DET
fis-3004	41	4	substance	substance	NOUN
fis-3004	41	5	that	that	PRON
fis-3004	41	6	is	be	AUX
fis-3004	41	7	brittle	brittle	ADJ
fis-3004	41	8	and	and	CCONJ
fis-3004	41	9	collapses	collapse	VERB
fis-3004	41	10	suddenly	suddenly	ADV
fis-3004	41	11	,	,	PUNCT
fis-3004	41	12	and	and	CCONJ
fis-3004	41	13	has	have	VERB
fis-3004	41	14	a	a	DET
fis-3004	41	15	linear	linear	ADJ
fis-3004	41	16	elastic	elastic	ADJ
fis-3004	41	17	effect	effect	NOUN
fis-3004	41	18	up	up	ADP
fis-3004	41	19	to	to	ADP
fis-3004	41	20	failure	failure	NOUN
fis-3004	41	21	,	,	PUNCT
fis-3004	41	22	i.e.	i.e.	X
fis-3004	41	23	,	,	PUNCT
fis-3004	41	24	its	its	PRON
fis-3004	41	25	failure	failure	NOUN
fis-3004	41	26	strain	strain	VERB
fis-3004	41	27	in	in	ADP
fis-3004	41	28	tension	tension	NOUN
fis-3004	41	29	varies	vary	VERB
fis-3004	41	30	from	from	ADP
fis-3004	41	31	2	2	NUM
fis-3004	41	32	%	%	NOUN
fis-3004	41	33	to	to	PART
fis-3004	41	34	4	4	NUM
fis-3004	41	35	%	%	NOUN
fis-3004	41	36	[	[	X
fis-3004	41	37	6	6	NUM
fis-3004	41	38	]	]	PUNCT
fis-3004	41	39	.	.	PUNCT
fis-3004	42	1	once	once	SCONJ
fis-3004	42	2	the	the	DET
fis-3004	42	3	strain	strain	NOUN
fis-3004	42	4	of	of	ADP
fis-3004	42	5	failure	failure	NOUN
fis-3004	42	6	has	have	AUX
fis-3004	42	7	been	be	AUX
fis-3004	42	8	achieved	achieve	VERB
fis-3004	42	9	,	,	PUNCT
fis-3004	42	10	cfrp	cfrp	PROPN
fis-3004	42	11	gives	give	VERB
fis-3004	42	12	no	no	DET
fis-3004	42	13	warning	warning	NOUN
fis-3004	42	14	signs	sign	NOUN
fis-3004	42	15	,	,	PUNCT
fis-3004	42	16	it	it	PRON
fis-3004	42	17	separates	separate	VERB
fis-3004	42	18	suddenly	suddenly	ADV
fis-3004	42	19	and	and	CCONJ
fis-3004	42	20	causes	cause	VERB
fis-3004	42	21	loss	loss	NOUN
fis-3004	42	22	of	of	ADP
fis-3004	42	23	strength	strength	NOUN
fis-3004	42	24	.	.	PUNCT
fis-3004	43	1	these	these	DET
fis-3004	43	2	retrofitted	retrofit	VERB
fis-3004	43	3	reinforced	reinforce	VERB
fis-3004	43	4	concrete	concrete	ADJ
fis-3004	43	5	systems	system	NOUN
fis-3004	43	6	are	be	AUX
fis-3004	43	7	not	not	PART
fis-3004	43	8	ideal	ideal	ADJ
fis-3004	43	9	because	because	SCONJ
fis-3004	43	10	they	they	PRON
fis-3004	43	11	do	do	AUX
fis-3004	43	12	not	not	PART
fis-3004	43	13	have	have	VERB
fis-3004	43	14	any	any	DET
fis-3004	43	15	sort	sort	NOUN
fis-3004	43	16	of	of	ADP
fis-3004	43	17	early	early	ADJ
fis-3004	43	18	warning	warning	NOUN
fis-3004	43	19	before	before	ADP
fis-3004	43	20	the	the	DET
fis-3004	43	21	collapse	collapse	NOUN
fis-3004	43	22	,	,	PUNCT
fis-3004	43	23	resulting	result	VERB
fis-3004	43	24	in	in	ADP
fis-3004	43	25	the	the	DET
fis-3004	43	26	system	system	NOUN
fis-3004	43	27	collapsing	collapse	VERB
fis-3004	43	28	.	.	PUNCT
fis-3004	44	1	however	however	ADV
fis-3004	44	2	,	,	PUNCT
fis-3004	44	3	these	these	DET
fis-3004	44	4	systems	system	NOUN
fis-3004	44	5	would	would	AUX
fis-3004	44	6	sustain	sustain	VERB
fis-3004	44	7	large	large	ADJ
fis-3004	44	8	loads	load	NOUN
fis-3004	44	9	due	due	ADP
fis-3004	44	10	to	to	ADP
fis-3004	44	11	the	the	DET
fis-3004	44	12	high	high	ADJ
fis-3004	44	13	strength	strength	NOUN
fis-3004	44	14	of	of	ADP
fis-3004	44	15	the	the	DET
fis-3004	44	16	cfrp	cfrp	NOUN
fis-3004	44	17	besides	besides	ADV
fis-3004	44	18	in	in	ADP
fis-3004	44	19	large	large	ADJ
fis-3004	44	20	deformation/	deformation/	NUM
fis-3004	44	21	deflection	deflection	NOUN
fis-3004	44	22	of	of	ADP
fis-3004	44	23	the	the	DET
fis-3004	44	24	structural	structural	ADJ
fis-3004	44	25	member.in	member.in	NOUN
fis-3004	44	26	this	this	DET
fis-3004	44	27	paper	paper	NOUN
fis-3004	44	28	the	the	DET
fis-3004	44	29	effect	effect	NOUN
fis-3004	44	30	of	of	ADP
fis-3004	44	31	using	use	VERB
fis-3004	44	32	various	various	ADJ
fis-3004	44	33	layers	layer	NOUN
fis-3004	44	34	of	of	ADP
fis-3004	44	35	cfrp	cfrp	NOUN
fis-3004	44	36	sheets	sheet	NOUN
fis-3004	44	37	with	with	ADP
fis-3004	44	38	different	different	ADJ
fis-3004	44	39	u	u	NOUN
fis-3004	44	40	-	-	NOUN
fis-3004	44	41	shape	shape	NOUN
fis-3004	44	42	and	and	CCONJ
fis-3004	44	43	side	side	NOUN
fis-3004	44	44	bonding	bonding	NOUN
fis-3004	44	45	schemes	scheme	NOUN
fis-3004	44	46	is	be	AUX
fis-3004	44	47	experimentally	experimentally	ADV
fis-3004	44	48	studied	study	VERB
fis-3004	44	49	.	.	PUNCT
fis-3004	45	1	in	in	ADP
fis-3004	45	2	addition	addition	NOUN
fis-3004	45	3	,	,	PUNCT
fis-3004	45	4	a	a	DET
fis-3004	45	5	finite	finite	PROPN
fis-3004	45	6	element	element	PROPN
fis-3004	45	7	numerical	numerical	PROPN
fis-3004	45	8	model	model	NOUN
fis-3004	45	9	is	be	AUX
fis-3004	45	10	performed	perform	VERB
fis-3004	45	11	and	and	CCONJ
fis-3004	45	12	the	the	DET
fis-3004	45	13	obtained	obtain	VERB
fis-3004	45	14	results	result	NOUN
fis-3004	45	15	are	be	AUX
fis-3004	45	16	compared	compare	VERB
fis-3004	45	17	to	to	ADP
fis-3004	45	18	the	the	DET
fis-3004	45	19	experimental	experimental	ADJ
fis-3004	45	20	behavior	behavior	NOUN
fis-3004	45	21	of	of	ADP
fis-3004	45	22	rc	rc	PROPN
fis-3004	45	23	beams	beam	NOUN
fis-3004	45	24	in	in	ADP
fis-3004	45	25	terms	term	NOUN
fis-3004	45	26	of	of	ADP
fis-3004	45	27	ultimate	ultimate	ADJ
fis-3004	45	28	load	load	NOUN
fis-3004	45	29	,	,	PUNCT
fis-3004	45	30	crack	crack	VERB
fis-3004	45	31	patterns	pattern	NOUN
fis-3004	45	32	,	,	PUNCT
fis-3004	45	33	and	and	CCONJ
fis-3004	45	34	failure	failure	NOUN
fis-3004	45	35	modes	mode	NOUN
fis-3004	45	36	.	.	PUNCT
fis-3004	46	1	experimental	experimental	ADJ
fis-3004	46	2	program	program	NOUN
fis-3004	46	3	and	and	CCONJ
fis-3004	46	4	setup	setup	NOUN
fis-3004	46	5	test	test	NOUN
fis-3004	46	6	specimens	specimen	NOUN
fis-3004	46	7	en	en	ADP
fis-3004	46	8	reinforced	reinforce	VERB
fis-3004	46	9	concrete	concrete	ADJ
fis-3004	46	10	beams	beam	NOUN
fis-3004	46	11	under	under	ADP
fis-3004	46	12	a	a	DET
fis-3004	46	13	monotonical	monotonical	ADJ
fis-3004	46	14	four	four	NUM
fis-3004	46	15	-	-	PUNCT
fis-3004	46	16	point	point	NOUN
fis-3004	46	17	loading	loading	NOUN
fis-3004	46	18	scheme	scheme	NOUN
fis-3004	46	19	were	be	AUX
fis-3004	46	20	tested	test	VERB
fis-3004	46	21	in	in	ADP
fis-3004	46	22	this	this	DET
fis-3004	46	23	research	research	NOUN
fis-3004	46	24	work	work	NOUN
fis-3004	46	25	.	.	PUNCT
fis-3004	47	1	all	all	DET
fis-3004	47	2	the	the	DET
fis-3004	47	3	ten	ten	NUM
fis-3004	47	4	beam	beam	NOUN
fis-3004	47	5	specimens	specimen	NOUN
fis-3004	47	6	have	have	VERB
fis-3004	47	7	the	the	DET
fis-3004	47	8	same	same	ADJ
fis-3004	47	9	cross	cross	NOUN
fis-3004	47	10	-	-	NOUN
fis-3004	47	11	section	section	ADJ
fis-3004	47	12	200	200	NUM
fis-3004	47	13	mm	mm	NOUN
fis-3004	47	14	height	height	NOUN
fis-3004	47	15	and	and	CCONJ
fis-3004	47	16	150	150	NUM
fis-3004	47	17	mm	mm	NOUN
fis-3004	47	18	width	width	NOUN
fis-3004	47	19	,	,	PUNCT
fis-3004	47	20	and	and	CCONJ
fis-3004	47	21	a	a	DET
fis-3004	47	22	length	length	NOUN
fis-3004	47	23	of	of	ADP
fis-3004	47	24	2000	2000	NUM
fis-3004	47	25	mm	mm	NOUN
fis-3004	47	26	(	(	PUNCT
fis-3004	47	27	fig.1	fig.1	PROPN
fis-3004	47	28	)	)	PUNCT
fis-3004	47	29	.	.	PUNCT
fis-3004	48	1	the	the	DET
fis-3004	48	2	beams	beam	NOUN
fis-3004	48	3	were	be	AUX
fis-3004	48	4	simply	simply	ADV
fis-3004	48	5	supported	support	VERB
fis-3004	48	6	with	with	ADP
fis-3004	48	7	1800	1800	NUM
fis-3004	48	8	mm	mm	NOUN
fis-3004	48	9	of	of	ADP
fis-3004	48	10	clear	clear	ADJ
fis-3004	48	11	span	span	NOUN
fis-3004	48	12	.	.	PUNCT
fis-3004	49	1	the	the	DET
fis-3004	49	2	lower	low	ADJ
fis-3004	49	3	longitudinal	longitudinal	ADJ
fis-3004	49	4	reinforcement	reinforcement	NOUN
fis-3004	49	5	for	for	ADP
fis-3004	49	6	beams	beam	NOUN
fis-3004	49	7	b00	b00	NOUN
fis-3004	49	8	to	to	ADP
fis-3004	49	9	b07	b07	NOUN
fis-3004	49	10	was	be	AUX
fis-3004	49	11	two	two	NUM
fis-3004	49	12	10	10	NUM
fis-3004	49	13	mm	mm	PROPN
fis-3004	49	14	bars	bar	NOUN
fis-3004	49	15	.	.	PUNCT
fis-3004	50	1	two	two	NUM
fis-3004	50	2	12	12	NUM
fis-3004	50	3	mm	mm	NOUN
fis-3004	50	4	bars	bar	NOUN
fis-3004	50	5	were	be	AUX
fis-3004	50	6	used	use	VERB
fis-3004	50	7	for	for	ADP
fis-3004	50	8	b09	b09	NOUN
fis-3004	50	9	,	,	PUNCT
fis-3004	50	10	and	and	CCONJ
fis-3004	50	11	16	16	NUM
fis-3004	50	12	mm	mm	NOUN
fis-3004	50	13	for	for	ADP
fis-3004	50	14	b08	b08	NOUN
fis-3004	50	15	.	.	PUNCT
fis-3004	51	1	the	the	DET
fis-3004	51	2	upper	upper	ADJ
fis-3004	51	3	longitudinal	longitudinal	ADJ
fis-3004	51	4	reinforcement	reinforcement	NOUN
fis-3004	51	5	of	of	ADP
fis-3004	51	6	all	all	DET
fis-3004	51	7	specimens	specimen	NOUN
fis-3004	51	8	consisted	consist	VERB
fis-3004	51	9	of	of	ADP
fis-3004	51	10	two	two	NUM
fis-3004	51	11	8	8	NUM
fis-3004	51	12	mm	mm	NOUN
fis-3004	51	13	bars	bar	NOUN
fis-3004	51	14	.	.	PUNCT
fis-3004	52	1	the	the	DET
fis-3004	52	2	stirrups	stirrup	NOUN
fis-3004	52	3	were	be	AUX
fis-3004	52	4	6	6	NUM
fis-3004	52	5	mm	mm	NOUN
fis-3004	52	6	diameter	diameter	NOUN
fis-3004	52	7	placed	place	VERB
fis-3004	52	8	at	at	ADP
fis-3004	52	9	intervals	interval	NOUN
fis-3004	52	10	of	of	ADP
fis-3004	52	11	125	125	NUM
fis-3004	52	12	mm	mm	NOUN
fis-3004	52	13	.	.	PUNCT
fis-3004	53	1	the	the	DET
fis-3004	53	2	thickness	thickness	NOUN
fis-3004	53	3	of	of	ADP
fis-3004	53	4	cfrp	cfrp	NOUN
fis-3004	53	5	laminates	laminate	NOUN
fis-3004	53	6	was	be	AUX
fis-3004	53	7	0.129	0.129	NUM
fis-3004	53	8	mm	mm	INTJ
fis-3004	53	9	,	,	PUNCT
fis-3004	53	10	while	while	SCONJ
fis-3004	53	11	their	their	PRON
fis-3004	53	12	ultimate	ultimate	ADJ
fis-3004	53	13	strain	strain	NOUN
fis-3004	53	14	and	and	CCONJ
fis-3004	53	15	elasticity	elasticity	NOUN
fis-3004	53	16	module	module	NOUN
fis-3004	53	17	was	be	AUX
fis-3004	53	18	1.55	1.55	NUM
fis-3004	53	19	%	%	NOUN
fis-3004	53	20	and	and	CCONJ
fis-3004	53	21	230	230	NUM
fis-3004	53	22	gpa	gpa	NOUN
fis-3004	53	23	,	,	PUNCT
fis-3004	53	24	respectively	respectively	ADV
fis-3004	53	25	.	.	PUNCT
fis-3004	53	26	figure	figure	NOUN
fis-3004	53	27	.	.	PUNCT
fis-3004	54	1	1	1	X
fis-3004	54	2	.	.	X
fis-3004	54	3	details	detail	NOUN
fis-3004	54	4	of	of	ADP
fis-3004	54	5	the	the	DET
fis-3004	54	6	tested	test	VERB
fis-3004	54	7	beams	beam	NOUN
fis-3004	54	8	(	(	PUNCT
fis-3004	54	9	in	in	ADP
fis-3004	54	10	mm	mm	PROPN
fis-3004	54	11	)	)	PUNCT
fis-3004	54	12	.	.	PUNCT
fis-3004	55	1	t	t	PROPN
fis-3004	55	2	k.	k.	PROPN
fis-3004	55	3	fawzy	fawzy	PROPN
fis-3004	55	4	et	et	PROPN
fis-3004	55	5	al	al	PROPN
fis-3004	55	6	,	,	PUNCT
fis-3004	55	7	frattura	frattura	PROPN
fis-3004	55	8	ed	ed	PROPN
fis-3004	55	9	integrità	integrità	PROPN
fis-3004	55	10	strutturale	strutturale	PROPN
fis-3004	55	11	,	,	PUNCT
fis-3004	55	12	56	56	NUM
fis-3004	55	13	(	(	PUNCT
fis-3004	55	14	2021	2021	NUM
fis-3004	55	15	)	)	PUNCT
fis-3004	55	16	123	123	NUM
fis-3004	55	17	-	-	SYM
fis-3004	55	18	136	136	NUM
fis-3004	55	19	;	;	PUNCT
fis-3004	55	20	doi	doi	NOUN
fis-3004	55	21	:	:	PUNCT
fis-3004	55	22	10.3221	10.3221	NUM
fis-3004	55	23	/	/	SYM
fis-3004	55	24	igf	igf	PROPN
fis-3004	55	25	-	-	ADJ
fis-3004	55	26	esis.56.10	esis.56.10	ADJ
fis-3004	55	27	125	125	NUM
fis-3004	55	28	material	material	NOUN
fis-3004	55	29	properties	property	NOUN
fis-3004	55	30	cfrp	cfrp	VERB
fis-3004	55	31	:	:	PUNCT
fis-3004	55	32	the	the	DET
fis-3004	55	33	fibre	fibre	NOUN
fis-3004	55	34	used	use	VERB
fis-3004	55	35	in	in	ADP
fis-3004	55	36	the	the	DET
fis-3004	55	37	experimental	experimental	ADJ
fis-3004	55	38	work	work	NOUN
fis-3004	55	39	is	be	AUX
fis-3004	55	40	longitudinal	longitudinal	ADJ
fis-3004	55	41	,	,	PUNCT
fis-3004	55	42	unidirectional	unidirectional	ADJ
fis-3004	55	43	wrap	wrap	NOUN
fis-3004	55	44	of	of	ADP
fis-3004	55	45	carbon	carbon	NOUN
fis-3004	55	46	fibre	fibre	NOUN
fis-3004	55	47	(	(	PUNCT
fis-3004	55	48	fig	fig	NOUN
fis-3004	55	49	.	.	PUNCT
fis-3004	56	1	2	2	NUM
fis-3004	56	2	)	)	PUNCT
fis-3004	56	3	.	.	PUNCT
fis-3004	57	1	tab	tab	NOUN
fis-3004	57	2	.	.	PUNCT
fis-3004	58	1	3	3	NUM
fis-3004	58	2	displays	display	VERB
fis-3004	58	3	the	the	DET
fis-3004	58	4	main	main	ADJ
fis-3004	58	5	features	feature	NOUN
fis-3004	58	6	of	of	ADP
fis-3004	58	7	the	the	DET
fis-3004	58	8	manufactured	manufacture	VERB
fis-3004	58	9	cfrp	cfrp	NOUN
fis-3004	58	10	strengthening	strengthen	VERB
fis-3004	58	11	material	material	NOUN
fis-3004	58	12	used	use	VERB
fis-3004	58	13	for	for	ADP
fis-3004	58	14	the	the	DET
fis-3004	58	15	tests	test	NOUN
fis-3004	58	16	.	.	PUNCT
fis-3004	59	1	epoxy	epoxy	NOUN
fis-3004	59	2	adhesive	adhesive	NOUN
fis-3004	59	3	:	:	PUNCT
fis-3004	59	4	the	the	DET
fis-3004	59	5	epoxy	epoxy	NOUN
fis-3004	59	6	adhesive	adhesive	NOUN
fis-3004	59	7	consists	consist	VERB
fis-3004	59	8	of	of	ADP
fis-3004	59	9	two	two	NUM
fis-3004	59	10	-	-	PUNCT
fis-3004	59	11	part	part	NOUN
fis-3004	59	12	;	;	PUNCT
fis-3004	59	13	resin	resin	NOUN
fis-3004	59	14	(	(	PUNCT
fis-3004	59	15	component	component	NOUN
fis-3004	59	16	a	a	NOUN
fis-3004	59	17	)	)	PUNCT
fis-3004	59	18	and	and	CCONJ
fis-3004	59	19	hardener	hardener	NOUN
fis-3004	59	20	(	(	PUNCT
fis-3004	59	21	component	component	NOUN
fis-3004	59	22	b	b	NOUN
fis-3004	59	23	)	)	PUNCT
fis-3004	59	24	.	.	PUNCT
fis-3004	60	1	tab	tab	NOUN
fis-3004	60	2	.	.	PUNCT
fis-3004	61	1	3	3	NUM
fis-3004	61	2	shows	show	VERB
fis-3004	61	3	a	a	DET
fis-3004	61	4	summary	summary	NOUN
fis-3004	61	5	of	of	ADP
fis-3004	61	6	the	the	DET
fis-3004	61	7	mechanical	mechanical	ADJ
fis-3004	61	8	and	and	CCONJ
fis-3004	61	9	physical	physical	ADJ
fis-3004	61	10	characteristics	characteristic	NOUN
fis-3004	61	11	of	of	ADP
fis-3004	61	12	cfrp	cfrp	NOUN
fis-3004	61	13	impregnation	impregnation	NOUN
fis-3004	61	14	resin	resin	NOUN
fis-3004	61	15	used	use	VERB
fis-3004	61	16	.	.	PUNCT
fis-3004	62	1	concrete	concrete	ADJ
fis-3004	62	2	and	and	CCONJ
fis-3004	62	3	steel	steel	NOUN
fis-3004	62	4	:	:	PUNCT
fis-3004	62	5	to	to	PART
fis-3004	62	6	achieve	achieve	VERB
fis-3004	62	7	concrete	concrete	ADJ
fis-3004	62	8	mix	mix	NOUN
fis-3004	62	9	constituents	constituent	NOUN
fis-3004	62	10	with	with	ADP
fis-3004	62	11	a	a	DET
fis-3004	62	12	strength	strength	NOUN
fis-3004	62	13	of	of	ADP
fis-3004	62	14	32	32	NUM
fis-3004	62	15	n	n	CCONJ
fis-3004	62	16	/	/	SYM
fis-3004	62	17	mm2	mm2	PROPN
fis-3004	62	18	,	,	PUNCT
fis-3004	62	19	the	the	DET
fis-3004	62	20	concrete	concrete	ADJ
fis-3004	62	21	mixture	mixture	NOUN
fis-3004	62	22	was	be	AUX
fis-3004	62	23	designed	design	VERB
fis-3004	62	24	using	use	VERB
fis-3004	62	25	the	the	DET
fis-3004	62	26	aci	aci	PROPN
fis-3004	62	27	method	method	NOUN
fis-3004	62	28	.	.	PUNCT
fis-3004	63	1	for	for	ADP
fis-3004	63	2	each	each	DET
fis-3004	63	3	casting	cast	VERB
fis-3004	63	4	process	process	NOUN
fis-3004	63	5	,	,	PUNCT
fis-3004	63	6	three	three	NUM
fis-3004	63	7	standard	standard	ADJ
fis-3004	63	8	concrete	concrete	ADJ
fis-3004	63	9	cubes	cube	NOUN
fis-3004	63	10	(	(	PUNCT
fis-3004	63	11	150	150	NUM
fis-3004	63	12	mm	mm	NOUN
fis-3004	63	13	x	x	SYM
fis-3004	63	14	150	150	NUM
fis-3004	63	15	mm	mm	NOUN
fis-3004	63	16	x	x	SYM
fis-3004	63	17	150	150	NUM
fis-3004	63	18	mm	mm	NOUN
fis-3004	63	19	)	)	PUNCT
fis-3004	63	20	and	and	CCONJ
fis-3004	63	21	three	three	NUM
fis-3004	63	22	standard	standard	ADJ
fis-3004	63	23	concrete	concrete	ADJ
fis-3004	63	24	cylinders	cylinder	NOUN
fis-3004	63	25	(	(	PUNCT
fis-3004	63	26	150	150	NUM
fis-3004	63	27	mm	mm	NOUN
fis-3004	63	28	x	x	SYM
fis-3004	63	29	300	300	NUM
fis-3004	63	30	mm	mm	NOUN
fis-3004	63	31	)	)	PUNCT
fis-3004	63	32	were	be	AUX
fis-3004	63	33	cast	cast	VERB
fis-3004	63	34	and	and	CCONJ
fis-3004	63	35	cured	cure	VERB
fis-3004	63	36	in	in	ADP
fis-3004	63	37	water	water	NOUN
fis-3004	63	38	for	for	ADP
fis-3004	63	39	28	28	NUM
fis-3004	63	40	days	day	NOUN
fis-3004	63	41	.	.	PUNCT
fis-3004	64	1	the	the	DET
fis-3004	64	2	average	average	NOUN
fis-3004	64	3	of	of	ADP
fis-3004	64	4	compressive	compressive	ADJ
fis-3004	64	5	strength	strength	NOUN
fis-3004	64	6	after	after	ADP
fis-3004	64	7	28	28	NUM
fis-3004	64	8	days	day	NOUN
fis-3004	64	9	was	be	AUX
fis-3004	64	10	32	32	NUM
fis-3004	64	11	mpa	mpa	PROPN
fis-3004	64	12	(	(	PUNCT
fis-3004	64	13	tab	tab	NOUN
fis-3004	64	14	.	.	NOUN
fis-3004	64	15	1	1	NUM
fis-3004	64	16	)	)	PUNCT
fis-3004	64	17	.	.	PUNCT
fis-3004	65	1	standard	standard	ADJ
fis-3004	65	2	tension	tension	NOUN
fis-3004	65	3	tests	test	NOUN
fis-3004	65	4	were	be	AUX
fis-3004	65	5	performed	perform	VERB
fis-3004	65	6	on	on	ADP
fis-3004	65	7	steel	steel	NOUN
fis-3004	65	8	specimens	specimen	NOUN
fis-3004	65	9	according	accord	VERB
fis-3004	65	10	to	to	ADP
fis-3004	65	11	astm	astm	PROPN
fis-3004	65	12	using	using	NOUN
fis-3004	65	13	mts	mts	NOUN
fis-3004	65	14	200	200	NUM
fis-3004	65	15	tons	ton	NOUN
fis-3004	65	16	universal	universal	ADJ
fis-3004	65	17	testing	testing	NOUN
fis-3004	65	18	machine	machine	NOUN
fis-3004	65	19	.	.	PUNCT
fis-3004	66	1	three	three	NUM
fis-3004	66	2	steel	steel	NOUN
fis-3004	66	3	specimens	specimen	NOUN
fis-3004	66	4	were	be	AUX
fis-3004	66	5	tested	test	VERB
fis-3004	66	6	for	for	ADP
fis-3004	66	7	each	each	DET
fis-3004	66	8	bar	bar	NOUN
fis-3004	66	9	diameter	diameter	NOUN
fis-3004	66	10	and	and	CCONJ
fis-3004	66	11	the	the	DET
fis-3004	66	12	average	average	ADJ
fis-3004	66	13	value	value	NOUN
fis-3004	66	14	was	be	AUX
fis-3004	66	15	considered	consider	VERB
fis-3004	66	16	.	.	PUNCT
fis-3004	67	1	the	the	DET
fis-3004	67	2	average	average	ADJ
fis-3004	67	3	steel	steel	NOUN
fis-3004	67	4	yield	yield	NOUN
fis-3004	67	5	stress	stress	NOUN
fis-3004	67	6	was	be	AUX
fis-3004	67	7	525	525	NUM
fis-3004	67	8	mpa	mpa	NOUN
fis-3004	67	9	for	for	ADP
fis-3004	67	10	the	the	DET
fis-3004	67	11	longitudinal	longitudinal	ADJ
fis-3004	67	12	reinforcement	reinforcement	NOUN
fis-3004	67	13	and	and	CCONJ
fis-3004	67	14	400	400	NUM
fis-3004	67	15	mpa	mpa	NOUN
fis-3004	67	16	for	for	ADP
fis-3004	67	17	the	the	DET
fis-3004	67	18	stirrups	stirrup	NOUN
fis-3004	67	19	(	(	PUNCT
fis-3004	67	20	tab	tab	NOUN
fis-3004	67	21	.	.	NOUN
fis-3004	67	22	2	2	NUM
fis-3004	67	23	)	)	PUNCT
fis-3004	67	24	.	.	PUNCT
fis-3004	68	1	properties	property	NOUN
fis-3004	68	2	values	value	NOUN
fis-3004	68	3	found	find	VERB
fis-3004	68	4	in	in	ADP
fis-3004	68	5	the	the	DET
fis-3004	68	6	laboratory	laboratory	NOUN
fis-3004	68	7	compressive	compressive	NOUN
fis-3004	68	8	strength	strength	NOUN
fis-3004	68	9	(	(	PUNCT
fis-3004	68	10	mpa	mpa	PROPN
fis-3004	68	11	)	)	PUNCT
fis-3004	68	12	32	32	NUM
fis-3004	68	13	modulus	modulus	NOUN
fis-3004	68	14	of	of	ADP
fis-3004	68	15	elasticity	elasticity	NOUN
fis-3004	68	16	(	(	PUNCT
fis-3004	68	17	gpa	gpa	PROPN
fis-3004	68	18	)	)	PUNCT
fis-3004	68	19	30.6	30.6	NUM
fis-3004	68	20	modulus	modulus	NOUN
fis-3004	68	21	of	of	ADP
fis-3004	68	22	rupture	rupture	NOUN
fis-3004	68	23	(	(	PUNCT
fis-3004	68	24	mpa	mpa	PROPN
fis-3004	68	25	)	)	PUNCT
fis-3004	68	26	3.4	3.4	NUM
fis-3004	68	27	table	table	NOUN
fis-3004	68	28	1	1	NUM
fis-3004	68	29	:	:	PUNCT
fis-3004	68	30	concrete	concrete	ADJ
fis-3004	68	31	properties	property	NOUN
fis-3004	68	32	.	.	PUNCT
fis-3004	69	1	reinforcement	reinforcement	NOUN
fis-3004	69	2	type	type	NOUN
fis-3004	69	3	yield	yield	NOUN
fis-3004	69	4	strength	strength	NOUN
fis-3004	69	5	(	(	PUNCT
fis-3004	69	6	mpa	mpa	PROPN
fis-3004	69	7	)	)	PUNCT
fis-3004	69	8	modulus	modulus	NOUN
fis-3004	69	9	of	of	ADP
fis-3004	69	10	elasticity	elasticity	NOUN
fis-3004	69	11	(	(	PUNCT
fis-3004	69	12	gpa	gpa	PROPN
fis-3004	69	13	)	)	PUNCT
fis-3004	69	14	tension	tension	NOUN
fis-3004	69	15	(	(	PUNCT
fis-3004	69	16	10	10	NUM
fis-3004	69	17	mm	mm	NOUN
fis-3004	69	18	)	)	PUNCT
fis-3004	69	19	525	525	NUM
fis-3004	69	20	200	200	NUM
fis-3004	69	21	compression	compression	NOUN
fis-3004	69	22	(	(	PUNCT
fis-3004	69	23	8	8	NUM
fis-3004	69	24	mm	mm	NOUN
fis-3004	69	25	)	)	PUNCT
fis-3004	69	26	525	525	NUM
fis-3004	69	27	200	200	NUM
fis-3004	69	28	shear	shear	NOUN
fis-3004	69	29	(	(	PUNCT
fis-3004	69	30	6	6	NUM
fis-3004	69	31	mm	mm	NOUN
fis-3004	69	32	)	)	PUNCT
fis-3004	69	33	400	400	NUM
fis-3004	69	34	195	195	NUM
fis-3004	69	35	table	table	NOUN
fis-3004	69	36	2	2	NUM
fis-3004	69	37	:	:	PUNCT
fis-3004	69	38	steel	steel	NOUN
fis-3004	69	39	properties	property	NOUN
fis-3004	69	40	.	.	PUNCT
fis-3004	70	1	materials	material	NOUN
fis-3004	70	2	properties	property	NOUN
fis-3004	70	3	values	value	NOUN
fis-3004	70	4	(	(	PUNCT
fis-3004	70	5	gpa	gpa	PROPN
fis-3004	70	6	)	)	PUNCT
fis-3004	70	7	cfrp	cfrp	NOUN
fis-3004	70	8	laminates	laminate	NOUN
fis-3004	70	9	modulus	modulus	NOUN
fis-3004	70	10	of	of	ADP
fis-3004	70	11	elasticity	elasticity	NOUN
fis-3004	70	12	(	(	PUNCT
fis-3004	70	13	gpa	gpa	PROPN
fis-3004	70	14	)	)	PUNCT
fis-3004	70	15	230	230	NUM
fis-3004	70	16	elongation	elongation	NOUN
fis-3004	70	17	at	at	ADP
fis-3004	70	18	ultimate	ultimate	ADJ
fis-3004	70	19	(	(	PUNCT
fis-3004	70	20	%	%	NOUN
fis-3004	70	21	)	)	PUNCT
fis-3004	70	22	1.70	1.70	NUM
fis-3004	70	23	design	design	NOUN
fis-3004	70	24	thickness	thickness	NOUN
fis-3004	70	25	(	(	PUNCT
fis-3004	70	26	mm	mm	NOUN
fis-3004	70	27	/	/	SYM
fis-3004	70	28	ply	ply	NOUN
fis-3004	70	29	)	)	PUNCT
fis-3004	70	30	0.129	0.129	NUM
fis-3004	70	31	tensile	tensile	NOUN
fis-3004	70	32	strength	strength	NOUN
fis-3004	70	33	(	(	PUNCT
fis-3004	70	34	mpa	mpa	PROPN
fis-3004	70	35	)	)	PUNCT
fis-3004	70	36	4000	4000	NUM
fis-3004	70	37	density	density	NOUN
fis-3004	70	38	(	(	PUNCT
fis-3004	70	39	g	g	NOUN
fis-3004	70	40	/	/	SYM
fis-3004	70	41	cm3	cm3	NOUN
fis-3004	70	42	)	)	PUNCT
fis-3004	70	43	1.82	1.82	NUM
fis-3004	70	44	epoxy	epoxy	NOUN
fis-3004	70	45	(	(	PUNCT
fis-3004	70	46	the	the	DET
fis-3004	70	47	mix	mix	NOUN
fis-3004	70	48	)	)	PUNCT
fis-3004	70	49	modulus	modulus	NOUN
fis-3004	70	50	of	of	ADP
fis-3004	70	51	elasticity	elasticity	NOUN
fis-3004	70	52	(	(	PUNCT
fis-3004	70	53	gpa	gpa	PROPN
fis-3004	70	54	)	)	PUNCT
fis-3004	70	55	4.50	4.50	NUM
fis-3004	70	56	elongation	elongation	NOUN
fis-3004	70	57	at	at	ADP
fis-3004	70	58	ultimate	ultimate	ADJ
fis-3004	70	59	(	(	PUNCT
fis-3004	70	60	%	%	NOUN
fis-3004	70	61	)	)	PUNCT
fis-3004	70	62	tensile	tensile	NOUN
fis-3004	70	63	strength	strength	NOUN
fis-3004	70	64	(	(	PUNCT
fis-3004	70	65	mpa	mpa	PROPN
fis-3004	70	66	)	)	PUNCT
fis-3004	70	67	0.90	0.90	NUM
fis-3004	70	68	30	30	NUM
fis-3004	70	69	table	table	NOUN
fis-3004	70	70	3	3	NUM
fis-3004	70	71	:	:	PUNCT
fis-3004	70	72	cfrp	cfrp	NOUN
fis-3004	70	73	laminates	laminate	NOUN
fis-3004	70	74	and	and	CCONJ
fis-3004	70	75	epoxy	epoxy	NOUN
fis-3004	70	76	adhesive	adhesive	ADJ
fis-3004	70	77	properties	property	NOUN
fis-3004	70	78	.	.	PUNCT
fis-3004	71	1	figure	figure	VERB
fis-3004	71	2	2	2	NUM
fis-3004	71	3	:	:	PUNCT
fis-3004	71	4	cfrp	cfrp	NOUN
fis-3004	71	5	sheet	sheet	NOUN
fis-3004	71	6	used	use	VERB
fis-3004	71	7	in	in	ADP
fis-3004	71	8	this	this	DET
fis-3004	71	9	study	study	NOUN
fis-3004	71	10	.	.	PUNCT
fis-3004	72	1	k.	k.	PROPN
fis-3004	72	2	fawzy	fawzy	PROPN
fis-3004	72	3	et	et	PROPN
fis-3004	72	4	al	al	PROPN
fis-3004	72	5	,	,	PUNCT
fis-3004	72	6	frattura	frattura	PROPN
fis-3004	72	7	ed	ed	PROPN
fis-3004	72	8	integrità	integrità	PROPN
fis-3004	72	9	strutturale	strutturale	PROPN
fis-3004	72	10	,	,	PUNCT
fis-3004	72	11	56	56	NUM
fis-3004	72	12	(	(	PUNCT
fis-3004	72	13	2021	2021	NUM
fis-3004	72	14	)	)	PUNCT
fis-3004	72	15	123	123	NUM
fis-3004	72	16	-	-	SYM
fis-3004	72	17	136	136	NUM
fis-3004	72	18	;	;	PUNCT
fis-3004	72	19	doi	doi	NOUN
fis-3004	72	20	:	:	PUNCT
fis-3004	72	21	10.3221	10.3221	NUM
fis-3004	72	22	/	/	SYM
fis-3004	72	23	igf	igf	PROPN
fis-3004	72	24	-	-	ADJ
fis-3004	72	25	esis.56.10	esis.56.10	ADJ
fis-3004	72	26	126	126	NUM
fis-3004	72	27	strengthening	strengthening	NOUN
fis-3004	72	28	and	and	CCONJ
fis-3004	72	29	instrumentation	instrumentation	NOUN
fis-3004	72	30	concrete	concrete	NOUN
fis-3004	72	31	was	be	AUX
fis-3004	72	32	poured	pour	VERB
fis-3004	72	33	into	into	ADP
fis-3004	72	34	the	the	DET
fis-3004	72	35	moulds	mould	NOUN
fis-3004	72	36	in	in	ADP
fis-3004	72	37	three	three	NUM
fis-3004	72	38	layers	layer	NOUN
fis-3004	72	39	by	by	ADP
fis-3004	72	40	using	use	VERB
fis-3004	72	41	the	the	DET
fis-3004	72	42	vibrator	vibrator	NOUN
fis-3004	72	43	to	to	PART
fis-3004	72	44	eliminate	eliminate	VERB
fis-3004	72	45	the	the	DET
fis-3004	72	46	appearance	appearance	NOUN
fis-3004	72	47	of	of	ADP
fis-3004	72	48	voids	voids	NOUN
fis-3004	72	49	.	.	PUNCT
fis-3004	73	1	to	to	PART
fis-3004	73	2	achieve	achieve	VERB
fis-3004	73	3	a	a	DET
fis-3004	73	4	smooth	smooth	ADJ
fis-3004	73	5	surface	surface	NOUN
fis-3004	73	6	,	,	PUNCT
fis-3004	73	7	the	the	DET
fis-3004	73	8	extra	extra	ADJ
fis-3004	73	9	concrete	concrete	NOUN
fis-3004	73	10	was	be	AUX
fis-3004	73	11	removed	remove	VERB
fis-3004	73	12	.	.	PUNCT
fis-3004	74	1	at	at	ADP
fis-3004	74	2	ambient	ambient	ADJ
fis-3004	74	3	temperature	temperature	NOUN
fis-3004	74	4	for	for	ADP
fis-3004	74	5	24	24	NUM
fis-3004	74	6	hours	hour	NOUN
fis-3004	74	7	,	,	PUNCT
fis-3004	74	8	the	the	DET
fis-3004	74	9	beams	beam	NOUN
fis-3004	74	10	,	,	PUNCT
fis-3004	74	11	cubes	cube	NOUN
fis-3004	74	12	,	,	PUNCT
fis-3004	74	13	and	and	CCONJ
fis-3004	74	14	cylinders	cylinder	NOUN
fis-3004	74	15	were	be	AUX
fis-3004	74	16	coated	coat	VERB
fis-3004	74	17	with	with	ADP
fis-3004	74	18	plastic	plastic	ADJ
fis-3004	74	19	sheets	sheet	NOUN
fis-3004	74	20	,	,	PUNCT
fis-3004	74	21	then	then	ADV
fis-3004	74	22	separated	separate	VERB
fis-3004	74	23	from	from	ADP
fis-3004	74	24	the	the	DET
fis-3004	74	25	moulds	mould	NOUN
fis-3004	74	26	and	and	CCONJ
fis-3004	74	27	numbered	number	VERB
fis-3004	74	28	.	.	PUNCT
fis-3004	75	1	the	the	DET
fis-3004	75	2	curing	cure	VERB
fis-3004	75	3	process	process	NOUN
fis-3004	75	4	for	for	ADP
fis-3004	75	5	the	the	DET
fis-3004	75	6	beams	beam	NOUN
fis-3004	75	7	was	be	AUX
fis-3004	75	8	carried	carry	VERB
fis-3004	75	9	out	out	ADP
fis-3004	75	10	by	by	ADP
fis-3004	75	11	using	use	VERB
fis-3004	75	12	a	a	DET
fis-3004	75	13	wet	wet	ADJ
fis-3004	75	14	sackcloth	sackcloth	NOUN
fis-3004	75	15	for	for	ADP
fis-3004	75	16	28	28	NUM
fis-3004	75	17	days	day	NOUN
fis-3004	75	18	,	,	PUNCT
fis-3004	75	19	while	while	SCONJ
fis-3004	75	20	the	the	DET
fis-3004	75	21	concrete	concrete	ADJ
fis-3004	75	22	cubes	cube	NOUN
fis-3004	75	23	and	and	CCONJ
fis-3004	75	24	cylinders	cylinder	NOUN
fis-3004	75	25	were	be	AUX
fis-3004	75	26	submerged	submerge	VERB
fis-3004	75	27	in	in	ADP
fis-3004	75	28	clean	clean	ADJ
fis-3004	75	29	water	water	NOUN
fis-3004	75	30	.	.	PUNCT
fis-3004	76	1	the	the	DET
fis-3004	76	2	surface	surface	NOUN
fis-3004	76	3	of	of	ADP
fis-3004	76	4	the	the	DET
fis-3004	76	5	concrete	concrete	ADJ
fis-3004	76	6	beams	beam	NOUN
fis-3004	76	7	was	be	AUX
fis-3004	76	8	cleaned	clean	VERB
fis-3004	76	9	to	to	PART
fis-3004	76	10	remove	remove	VERB
fis-3004	76	11	the	the	DET
fis-3004	76	12	weak	weak	ADJ
fis-3004	76	13	strip	strip	NOUN
fis-3004	76	14	of	of	ADP
fis-3004	76	15	dry	dry	ADJ
fis-3004	76	16	cement	cement	NOUN
fis-3004	76	17	paste	paste	NOUN
fis-3004	76	18	and	and	CCONJ
fis-3004	76	19	then	then	ADV
fis-3004	76	20	the	the	DET
fis-3004	76	21	dust	dust	NOUN
fis-3004	76	22	was	be	AUX
fis-3004	76	23	removed	remove	VERB
fis-3004	76	24	by	by	ADP
fis-3004	76	25	air	air	NOUN
fis-3004	76	26	nozzle	nozzle	NOUN
fis-3004	76	27	to	to	PART
fis-3004	76	28	achieve	achieve	VERB
fis-3004	76	29	perfect	perfect	ADJ
fis-3004	76	30	bonding	bonding	NOUN
fis-3004	76	31	.	.	PUNCT
fis-3004	77	1	the	the	DET
fis-3004	77	2	bonding	bonding	NOUN
fis-3004	77	3	onto	onto	ADP
fis-3004	77	4	the	the	DET
fis-3004	77	5	concrete	concrete	ADJ
fis-3004	77	6	surface	surface	NOUN
fis-3004	77	7	of	of	ADP
fis-3004	77	8	one	one	NUM
fis-3004	77	9	or	or	CCONJ
fis-3004	77	10	more	more	ADJ
fis-3004	77	11	layers	layer	NOUN
fis-3004	77	12	of	of	ADP
fis-3004	77	13	cfrp	cfrp	NOUN
fis-3004	77	14	was	be	AUX
fis-3004	77	15	carried	carry	VERB
fis-3004	77	16	out	out	ADP
fis-3004	77	17	according	accord	VERB
fis-3004	77	18	to	to	ADP
fis-3004	77	19	the	the	DET
fis-3004	77	20	following	follow	VERB
fis-3004	77	21	procedure	procedure	NOUN
fis-3004	77	22	.	.	PUNCT
fis-3004	78	1	firstly	firstly	ADV
fis-3004	78	2	,	,	PUNCT
fis-3004	78	3	concrete	concrete	ADJ
fis-3004	78	4	surfaces	surface	NOUN
fis-3004	78	5	were	be	AUX
fis-3004	78	6	covered	cover	VERB
fis-3004	78	7	with	with	ADP
fis-3004	78	8	a	a	DET
fis-3004	78	9	continuously	continuously	ADV
fis-3004	78	10	thick	thick	ADJ
fis-3004	78	11	adhesive	adhesive	ADJ
fis-3004	78	12	layer	layer	NOUN
fis-3004	78	13	for	for	ADP
fis-3004	78	14	even	even	ADV
fis-3004	78	15	surface	surface	NOUN
fis-3004	78	16	impregnation	impregnation	NOUN
fis-3004	78	17	,	,	PUNCT
fis-3004	78	18	the	the	DET
fis-3004	78	19	fabric	fabric	NOUN
fis-3004	78	20	was	be	AUX
fis-3004	78	21	cut	cut	VERB
fis-3004	78	22	at	at	ADP
fis-3004	78	23	the	the	DET
fis-3004	78	24	desired	desire	VERB
fis-3004	78	25	size	size	NOUN
fis-3004	78	26	,	,	PUNCT
fis-3004	78	27	the	the	DET
fis-3004	78	28	adhesive	adhesive	ADJ
fis-3004	78	29	penetrates	penetrate	VERB
fis-3004	78	30	completely	completely	ADV
fis-3004	78	31	into	into	ADP
fis-3004	78	32	the	the	DET
fis-3004	78	33	fabric	fabric	NOUN
fis-3004	78	34	's	's	PART
fis-3004	78	35	open	open	ADJ
fis-3004	78	36	spaces	space	NOUN
fis-3004	78	37	by	by	ADP
fis-3004	78	38	using	use	VERB
fis-3004	78	39	flexible	flexible	ADJ
fis-3004	78	40	roller	roller	NOUN
fis-3004	78	41	.	.	PUNCT
fis-3004	79	1	subsequently	subsequently	ADV
fis-3004	79	2	,	,	PUNCT
fis-3004	79	3	the	the	DET
fis-3004	79	4	second	second	ADJ
fis-3004	79	5	layer	layer	NOUN
fis-3004	79	6	of	of	ADP
fis-3004	79	7	adhesive	adhesive	NOUN
fis-3004	79	8	was	be	AUX
fis-3004	79	9	immediately	immediately	ADV
fis-3004	79	10	applied	apply	VERB
fis-3004	79	11	to	to	PART
fis-3004	79	12	create	create	VERB
fis-3004	79	13	a	a	DET
fis-3004	79	14	uniform	uniform	ADJ
fis-3004	79	15	layer	layer	NOUN
fis-3004	79	16	of	of	ADP
fis-3004	79	17	bonded	bond	VERB
fis-3004	79	18	surface	surface	NOUN
fis-3004	79	19	reinforcement	reinforcement	NOUN
fis-3004	79	20	on	on	ADP
fis-3004	79	21	top	top	NOUN
fis-3004	79	22	of	of	ADP
fis-3004	79	23	the	the	DET
fis-3004	79	24	fabric	fabric	NOUN
fis-3004	79	25	.	.	PUNCT
fis-3004	80	1	the	the	DET
fis-3004	80	2	second	second	ADJ
fis-3004	80	3	adhesive	adhesive	ADJ
fis-3004	80	4	layer	layer	NOUN
fis-3004	80	5	was	be	AUX
fis-3004	80	6	applied	apply	VERB
fis-3004	80	7	in	in	ADP
fis-3004	80	8	the	the	DET
fis-3004	80	9	direction	direction	NOUN
fis-3004	80	10	of	of	ADP
fis-3004	80	11	the	the	DET
fis-3004	80	12	fibres	fibre	NOUN
fis-3004	80	13	with	with	ADP
fis-3004	80	14	a	a	DET
fis-3004	80	15	trowel	trowel	NOUN
fis-3004	80	16	without	without	ADP
fis-3004	80	17	excessive	excessive	ADJ
fis-3004	80	18	pressure	pressure	NOUN
fis-3004	80	19	and	and	CCONJ
fis-3004	80	20	movements	movement	NOUN
fis-3004	80	21	.	.	PUNCT
fis-3004	81	1	the	the	DET
fis-3004	81	2	process	process	NOUN
fis-3004	81	3	was	be	AUX
fis-3004	81	4	repeated	repeat	VERB
fis-3004	81	5	as	as	ADP
fis-3004	81	6	additional	additional	ADJ
fis-3004	81	7	layers	layer	NOUN
fis-3004	81	8	of	of	ADP
fis-3004	81	9	fabric	fabric	NOUN
fis-3004	81	10	in	in	ADP
fis-3004	81	11	fig	fig	NOUN
fis-3004	81	12	.	.	PUNCT
fis-3004	82	1	3	3	X
fis-3004	82	2	.	.	X
fis-3004	82	3	figure	figure	NOUN
fis-3004	82	4	3	3	NUM
fis-3004	82	5	:	:	PUNCT
fis-3004	82	6	beam	beam	NOUN
fis-3004	82	7	after	after	ADP
fis-3004	82	8	the	the	DET
fis-3004	82	9	installation	installation	NOUN
fis-3004	82	10	of	of	ADP
fis-3004	82	11	cfrp	cfrp	PROPN
fis-3004	82	12	.	.	PUNCT
fis-3004	83	1	beam	beam	PROPN
fis-3004	83	2	strengthening	strengthen	VERB
fis-3004	83	3	included	include	VERB
fis-3004	83	4	different	different	ADJ
fis-3004	83	5	layers	layer	NOUN
fis-3004	83	6	of	of	ADP
fis-3004	83	7	cfrp	cfrp	NOUN
fis-3004	83	8	and	and	CCONJ
fis-3004	83	9	different	different	ADJ
fis-3004	83	10	schemes	scheme	NOUN
fis-3004	83	11	reported	report	VERB
fis-3004	83	12	as	as	ADP
fis-3004	83	13	in	in	ADP
fis-3004	83	14	tab	tab	NOUN
fis-3004	83	15	.	.	PUNCT
fis-3004	84	1	4	4	X
fis-3004	84	2	.	.	PUNCT
fis-3004	84	3	the	the	DET
fis-3004	84	4	beams	beam	NOUN
fis-3004	84	5	were	be	AUX
fis-3004	84	6	subjected	subject	VERB
fis-3004	84	7	to	to	ADP
fis-3004	84	8	a	a	DET
fis-3004	84	9	monotonic	monotonic	ADJ
fis-3004	84	10	load	load	NOUN
fis-3004	84	11	up	up	ADP
fis-3004	84	12	to	to	ADP
fis-3004	84	13	failure	failure	NOUN
fis-3004	84	14	using	use	VERB
fis-3004	84	15	a	a	DET
fis-3004	84	16	200	200	NUM
fis-3004	84	17	kn	kn	PROPN
fis-3004	84	18	hydraulic	hydraulic	PROPN
fis-3004	84	19	jack	jack	PROPN
fis-3004	84	20	.	.	PUNCT
fis-3004	85	1	by	by	ADP
fis-3004	85	2	using	use	VERB
fis-3004	85	3	linear	linear	PROPN
fis-3004	85	4	variable	variable	ADJ
fis-3004	85	5	displacement	displacement	NOUN
fis-3004	85	6	transducers	transducer	NOUN
fis-3004	85	7	lvdt	lvdt	PROPN
fis-3004	85	8	,	,	PUNCT
fis-3004	85	9	the	the	DET
fis-3004	85	10	deflection	deflection	NOUN
fis-3004	85	11	of	of	ADP
fis-3004	85	12	all	all	DET
fis-3004	85	13	specimens	specimen	NOUN
fis-3004	85	14	was	be	AUX
fis-3004	85	15	measured	measure	VERB
fis-3004	85	16	at	at	ADP
fis-3004	85	17	the	the	DET
fis-3004	85	18	mid	mid	ADJ
fis-3004	85	19	span	span	NOUN
fis-3004	85	20	as	as	ADP
fis-3004	85	21	in	in	ADP
fis-3004	85	22	fig	fig	NOUN
fis-3004	85	23	.	.	PUNCT
fis-3004	86	1	4	4	X
fis-3004	86	2	.	.	X
fis-3004	86	3	figure	figure	VERB
fis-3004	86	4	4	4	NUM
fis-3004	86	5	:	:	PUNCT
fis-3004	86	6	test	test	NOUN
fis-3004	86	7	set	set	NOUN
fis-3004	86	8	-	-	PUNCT
fis-3004	86	9	up	up	NOUN
fis-3004	86	10	.	.	PUNCT
fis-3004	87	1	k.	k.	PROPN
fis-3004	87	2	fawzy	fawzy	PROPN
fis-3004	87	3	et	et	PROPN
fis-3004	87	4	al	al	PROPN
fis-3004	87	5	,	,	PUNCT
fis-3004	87	6	frattura	frattura	PROPN
fis-3004	87	7	ed	ed	PROPN
fis-3004	87	8	integrità	integrità	PROPN
fis-3004	87	9	strutturale	strutturale	PROPN
fis-3004	87	10	,	,	PUNCT
fis-3004	87	11	56	56	NUM
fis-3004	87	12	(	(	PUNCT
fis-3004	87	13	2021	2021	NUM
fis-3004	87	14	)	)	PUNCT
fis-3004	87	15	123	123	NUM
fis-3004	87	16	-	-	SYM
fis-3004	87	17	136	136	NUM
fis-3004	87	18	;	;	PUNCT
fis-3004	87	19	doi	doi	NOUN
fis-3004	87	20	:	:	PUNCT
fis-3004	87	21	10.3221	10.3221	NUM
fis-3004	87	22	/	/	SYM
fis-3004	87	23	igf	igf	PROPN
fis-3004	87	24	-	-	ADJ
fis-3004	87	25	esis.56.10	esis.56.10	PROPN
fis-3004	87	26	127	127	NUM
fis-3004	87	27	table	table	NOUN
fis-3004	87	28	4	4	NUM
fis-3004	87	29	.	.	PUNCT
fis-3004	87	30	strengthening	strengthen	VERB
fis-3004	87	31	scheme	scheme	NOUN
fis-3004	87	32	.	.	PUNCT
fis-3004	88	1	deflection	deflection	NOUN
fis-3004	88	2	and	and	CCONJ
fis-3004	88	3	failure	failure	NOUN
fis-3004	88	4	modes	mode	VERB
fis-3004	88	5	the	the	DET
fis-3004	88	6	mechanisms	mechanism	NOUN
fis-3004	88	7	of	of	ADP
fis-3004	88	8	failure	failure	NOUN
fis-3004	88	9	can	can	AUX
fis-3004	88	10	be	be	AUX
fis-3004	88	11	categorized	categorize	VERB
fis-3004	88	12	in	in	ADP
fis-3004	88	13	global	global	ADJ
fis-3004	88	14	failure	failure	NOUN
fis-3004	88	15	and	and	CCONJ
fis-3004	88	16	local	local	ADJ
fis-3004	88	17	failure	failure	NOUN
fis-3004	88	18	[	[	X
fis-3004	88	19	13	13	NUM
fis-3004	88	20	-	-	SYM
fis-3004	88	21	15	15	NUM
fis-3004	88	22	]	]	PUNCT
fis-3004	88	23	.	.	PUNCT
fis-3004	89	1			PROPN
fis-3004	90	1	global	global	ADJ
fis-3004	90	2	failure	failure	NOUN
fis-3004	90	3	involves	involve	VERB
fis-3004	90	4	compression	compression	NOUN
fis-3004	90	5	failure	failure	NOUN
fis-3004	90	6	of	of	ADP
fis-3004	90	7	concrete	concrete	NOUN
fis-3004	90	8	in	in	ADP
fis-3004	90	9	bending	bend	VERB
fis-3004	90	10	before	before	ADV
fis-3004	90	11	or	or	CCONJ
fis-3004	90	12	after	after	ADP
fis-3004	90	13	yielding	yield	VERB
fis-3004	90	14	of	of	ADP
fis-3004	90	15	steel	steel	NOUN
fis-3004	90	16	,	,	PUNCT
fis-3004	90	17	rupture	rupture	NOUN
fis-3004	90	18	of	of	ADP
fis-3004	90	19	frp	frp	PROPN
fis-3004	90	20	layer	layer	NOUN
fis-3004	90	21	in	in	ADP
fis-3004	90	22	tension	tension	NOUN
fis-3004	90	23	,	,	PUNCT
fis-3004	90	24	and	and	CCONJ
fis-3004	90	25	shear	shear	NOUN
fis-3004	90	26	failure	failure	NOUN
fis-3004	90	27	of	of	ADP
fis-3004	90	28	concrete	concrete	NOUN
fis-3004	90	29	.	.	PUNCT
fis-3004	91	1	beam	beam	PROPN
fis-3004	91	2	no	no	INTJ
fis-3004	91	3	.	.	PUNCT
fis-3004	92	1	strengthening	strengthen	VERB
fis-3004	92	2	schemes	scheme	NOUN
fis-3004	92	3	type	type	NOUN
fis-3004	92	4	of	of	ADP
fis-3004	92	5	strengthening	strengthen	VERB
fis-3004	92	6	b	b	PROPN
fis-3004	92	7	00	00	PUNCT
fis-3004	92	8	control	control	NOUN
fis-3004	92	9	beam	beam	PROPN
fis-3004	92	10	b	b	PROPN
fis-3004	92	11	01	01	NUM
fis-3004	92	12	one	one	NUM
fis-3004	92	13	layer	layer	NOUN
fis-3004	92	14	with	with	ADP
fis-3004	92	15	length	length	NOUN
fis-3004	92	16	1700	1700	NUM
fis-3004	92	17	mm	mm	NOUN
fis-3004	92	18	b	b	PROPN
fis-3004	92	19	02	02	NUM
fis-3004	92	20	two	two	NUM
fis-3004	92	21	layers	layer	NOUN
fis-3004	92	22	with	with	ADP
fis-3004	92	23	length	length	NOUN
fis-3004	92	24	1700	1700	NUM
fis-3004	92	25	&	&	CCONJ
fis-3004	92	26	1400	1400	NUM
fis-3004	92	27	mm	mm	PROPN
fis-3004	92	28	b	b	SYM
fis-3004	92	29	03	03	NUM
fis-3004	92	30	three	three	NUM
fis-3004	92	31	layers	layer	NOUN
fis-3004	92	32	with	with	ADP
fis-3004	92	33	length	length	NOUN
fis-3004	92	34	1700	1700	NUM
fis-3004	92	35	&	&	CCONJ
fis-3004	92	36	1400	1400	NUM
fis-3004	92	37	&	&	CCONJ
fis-3004	92	38	1100	1100	NUM
fis-3004	92	39	mm	mm	PROPN
fis-3004	93	1	b	b	PROPN
fis-3004	93	2	04	04	NUM
fis-3004	93	3	one	one	NUM
fis-3004	93	4	layer	layer	NOUN
fis-3004	93	5	and	and	CCONJ
fis-3004	93	6	on	on	ADP
fis-3004	93	7	sides	side	NOUN
fis-3004	93	8	above	above	ADP
fis-3004	93	9	bottom	bottom	ADJ
fis-3004	93	10	edge	edge	NOUN
fis-3004	93	11	by	by	ADP
fis-3004	93	12	20	20	NUM
fis-3004	93	13	mm	mm	NOUN
fis-3004	93	14	with	with	ADP
fis-3004	93	15	length	length	NOUN
fis-3004	93	16	1700	1700	NUM
fis-3004	93	17	mm	mm	NOUN
fis-3004	93	18	b	b	SYM
fis-3004	93	19	05	05	NUM
fis-3004	93	20	one	one	NUM
fis-3004	93	21	layer	layer	NOUN
fis-3004	93	22	and	and	CCONJ
fis-3004	93	23	6	6	NUM
fis-3004	93	24	u	u	NOUN
fis-3004	93	25	shapes	shape	VERB
fis-3004	93	26	b	b	PROPN
fis-3004	93	27	06	06	NUM
fis-3004	93	28	two	two	NUM
fis-3004	93	29	layers	layer	NOUN
fis-3004	93	30	and	and	CCONJ
fis-3004	93	31	6	6	NUM
fis-3004	93	32	u	u	NOUN
fis-3004	93	33	shape	shape	NOUN
fis-3004	93	34	b	b	PROPN
fis-3004	93	35	07	07	NUM
fis-3004	93	36	three	three	NUM
fis-3004	93	37	layers	layer	NOUN
fis-3004	93	38	and	and	CCONJ
fis-3004	93	39	6	6	NUM
fis-3004	93	40	-	-	PUNCT
fis-3004	93	41	u	u	NOUN
fis-3004	93	42	shape	shape	NOUN
fis-3004	93	43	b	b	PROPN
fis-3004	93	44	08	08	NUM
fis-3004	93	45	one	one	NUM
fis-3004	93	46	layer	layer	NOUN
fis-3004	93	47	with	with	ADP
fis-3004	93	48	length	length	NOUN
fis-3004	93	49	1700	1700	NUM
fis-3004	93	50	mm	mm	NOUN
fis-3004	93	51	with	with	ADP
fis-3004	93	52	lower	low	ADJ
fis-3004	93	53	longitudinal	longitudinal	ADJ
fis-3004	93	54	reinforcement	reinforcement	NOUN
fis-3004	93	55	16	16	NUM
fis-3004	93	56	mm	mm	PROPN
fis-3004	93	57	diameter	diameter	NOUN
fis-3004	93	58	b	b	PROPN
fis-3004	93	59	09	09	NUM
fis-3004	93	60	one	one	NUM
fis-3004	93	61	layer	layer	NOUN
fis-3004	93	62	with	with	ADP
fis-3004	93	63	length	length	NOUN
fis-3004	93	64	1700	1700	NUM
fis-3004	93	65	mm	mm	NOUN
fis-3004	93	66	with	with	ADP
fis-3004	93	67	lower	low	ADJ
fis-3004	93	68	longitudinal	longitudinal	ADJ
fis-3004	93	69	reinforcement	reinforcement	NOUN
fis-3004	93	70	12	12	NUM
fis-3004	93	71	mm	mm	PROPN
fis-3004	93	72	diameter	diameter	NOUN
fis-3004	93	73	k.	k.	PROPN
fis-3004	93	74	fawzy	fawzy	PROPN
fis-3004	93	75	et	et	PROPN
fis-3004	93	76	al	al	PROPN
fis-3004	93	77	,	,	PUNCT
fis-3004	93	78	frattura	frattura	PROPN
fis-3004	93	79	ed	ed	PROPN
fis-3004	93	80	integrità	integrità	PROPN
fis-3004	93	81	strutturale	strutturale	PROPN
fis-3004	93	82	,	,	PUNCT
fis-3004	93	83	56	56	NUM
fis-3004	93	84	(	(	PUNCT
fis-3004	93	85	2021	2021	NUM
fis-3004	93	86	)	)	PUNCT
fis-3004	93	87	123	123	NUM
fis-3004	93	88	-	-	SYM
fis-3004	93	89	136	136	NUM
fis-3004	93	90	;	;	PUNCT
fis-3004	93	91	doi	doi	NOUN
fis-3004	93	92	:	:	PUNCT
fis-3004	94	1	10.3221	10.3221	NUM
fis-3004	94	2	/	/	SYM
fis-3004	94	3	igf	igf	PROPN
fis-3004	94	4	-	-	ADJ
fis-3004	94	5	esis.56.10	esis.56.10	PROPN
fis-3004	94	6	128	128	NUM
fis-3004	94	7			NOUN
fis-3004	94	8	local	local	ADJ
fis-3004	94	9	failure	failure	NOUN
fis-3004	94	10	is	be	AUX
fis-3004	94	11	characterized	characterize	VERB
fis-3004	94	12	in	in	ADP
fis-3004	94	13	some	some	DET
fis-3004	94	14	places	place	NOUN
fis-3004	94	15	with	with	ADP
fis-3004	94	16	high	high	ADJ
fis-3004	94	17	interfacial	interfacial	ADJ
fis-3004	94	18	peeling	peel	VERB
fis-3004	94	19	or	or	CCONJ
fis-3004	94	20	shear	shear	NOUN
fis-3004	94	21	stresses	stress	NOUN
fis-3004	94	22	,	,	PUNCT
fis-3004	94	23	which	which	PRON
fis-3004	94	24	may	may	AUX
fis-3004	94	25	cause	cause	VERB
fis-3004	94	26	the	the	DET
fis-3004	94	27	debonding	debonding	NOUN
fis-3004	94	28	of	of	ADP
fis-3004	94	29	the	the	DET
fis-3004	94	30	composite	composite	ADJ
fis-3004	94	31	layer	layer	NOUN
fis-3004	94	32	from	from	ADP
fis-3004	94	33	the	the	DET
fis-3004	94	34	concrete	concrete	ADJ
fis-3004	94	35	beam	beam	NOUN
fis-3004	94	36	.	.	PUNCT
fis-3004	95	1	various	various	ADJ
fis-3004	95	2	failure	failure	NOUN
fis-3004	95	3	modes	mode	NOUN
fis-3004	95	4	,	,	PUNCT
fis-3004	95	5	controlled	control	VERB
fis-3004	95	6	by	by	ADP
fis-3004	95	7	the	the	DET
fis-3004	95	8	mechanical	mechanical	ADJ
fis-3004	95	9	properties	property	NOUN
fis-3004	95	10	of	of	ADP
fis-3004	95	11	the	the	DET
fis-3004	95	12	materials	material	NOUN
fis-3004	95	13	and	and	CCONJ
fis-3004	95	14	the	the	DET
fis-3004	95	15	strengthening	strengthen	VERB
fis-3004	95	16	configuration	configuration	NOUN
fis-3004	95	17	was	be	AUX
fis-3004	95	18	founded	found	VERB
fis-3004	95	19	in	in	ADP
fis-3004	95	20	the	the	DET
fis-3004	95	21	tested	test	VERB
fis-3004	95	22	specimens	specimen	NOUN
fis-3004	95	23	.	.	PUNCT
fis-3004	96	1	experimental	experimental	ADJ
fis-3004	96	2	results	result	NOUN
fis-3004	96	3	control	control	VERB
fis-3004	96	4	beam	beam	NOUN
fis-3004	96	5	he	he	PRON
fis-3004	96	6	reference	reference	NOUN
fis-3004	96	7	beam	beam	PROPN
fis-3004	96	8	b00	b00	PROPN
fis-3004	96	9	had	have	VERB
fis-3004	96	10	a	a	DET
fis-3004	96	11	yield	yield	NOUN
fis-3004	96	12	load	load	NOUN
fis-3004	96	13	of	of	ADP
fis-3004	96	14	39.9	39.9	NUM
fis-3004	96	15	kn	kn	NOUN
fis-3004	96	16	and	and	CCONJ
fis-3004	96	17	a	a	DET
fis-3004	96	18	maximum	maximum	ADJ
fis-3004	96	19	load	load	NOUN
fis-3004	96	20	of	of	ADP
fis-3004	96	21	51.20	51.20	NUM
fis-3004	96	22	kn	kn	PROPN
fis-3004	96	23	.	.	PUNCT
fis-3004	97	1	the	the	DET
fis-3004	97	2	beam	beam	NOUN
fis-3004	97	3	failure	failure	NOUN
fis-3004	97	4	began	begin	VERB
fis-3004	97	5	with	with	ADP
fis-3004	97	6	the	the	DET
fis-3004	97	7	yield	yield	NOUN
fis-3004	97	8	of	of	ADP
fis-3004	97	9	steel	steel	NOUN
fis-3004	97	10	,	,	PUNCT
fis-3004	97	11	then	then	ADV
fis-3004	97	12	very	very	ADV
fis-3004	97	13	high	high	ADJ
fis-3004	97	14	ductility	ductility	NOUN
fis-3004	97	15	values	value	NOUN
fis-3004	97	16	were	be	AUX
fis-3004	97	17	observed	observe	VERB
fis-3004	97	18	,	,	PUNCT
fis-3004	97	19	steel	steel	NOUN
fis-3004	97	20	tension	tension	NOUN
fis-3004	97	21	failure	failure	NOUN
fis-3004	97	22	was	be	AUX
fis-3004	97	23	observed	observe	VERB
fis-3004	97	24	at	at	ADP
fis-3004	97	25	mid	mid	NOUN
fis-3004	97	26	-	-	NOUN
fis-3004	97	27	span	span	NOUN
fis-3004	97	28	.	.	PUNCT
fis-3004	98	1	the	the	DET
fis-3004	98	2	ultimate	ultimate	ADJ
fis-3004	98	3	deflection	deflection	NOUN
fis-3004	98	4	was	be	AUX
fis-3004	98	5	32.01	32.01	NUM
fis-3004	98	6	mm	mm	NOUN
fis-3004	98	7	(	(	PUNCT
fis-3004	98	8	see	see	VERB
fis-3004	98	9	also	also	ADV
fis-3004	98	10	tab	tab	ADJ
fis-3004	98	11	.	.	PROPN
fis-3004	98	12	5	5	NUM
fis-3004	98	13	)	)	PUNCT
fis-3004	98	14	.	.	PUNCT
fis-3004	99	1	one	one	NUM
fis-3004	99	2	layer	layer	NOUN
fis-3004	99	3	strengthening	strengthening	NOUN
fis-3004	99	4	of	of	ADP
fis-3004	99	5	beams	beam	NOUN
fis-3004	99	6	beam	beam	NOUN
fis-3004	99	7	b01	b01	NOUN
fis-3004	99	8	was	be	AUX
fis-3004	99	9	strengthened	strengthen	VERB
fis-3004	99	10	with	with	ADP
fis-3004	99	11	a	a	DET
fis-3004	99	12	single	single	ADJ
fis-3004	99	13	layer	layer	NOUN
fis-3004	99	14	parallel	parallel	NOUN
fis-3004	99	15	to	to	ADP
fis-3004	99	16	the	the	DET
fis-3004	99	17	bottom	bottom	ADJ
fis-3004	99	18	surface	surface	NOUN
fis-3004	99	19	of	of	ADP
fis-3004	99	20	the	the	DET
fis-3004	99	21	beam	beam	NOUN
fis-3004	99	22	.	.	PUNCT
fis-3004	100	1	the	the	DET
fis-3004	100	2	beam	beam	PROPN
fis-3004	100	3	reinforcement	reinforcement	NOUN
fis-3004	100	4	reached	reach	VERB
fis-3004	100	5	its	its	PRON
fis-3004	100	6	yield	yield	NOUN
fis-3004	100	7	at	at	ADP
fis-3004	100	8	a	a	DET
fis-3004	100	9	load	load	NOUN
fis-3004	100	10	of	of	ADP
fis-3004	100	11	59.70	59.70	NUM
fis-3004	100	12	kn	kn	PROPN
fis-3004	100	13	and	and	CCONJ
fis-3004	100	14	supported	support	VERB
fis-3004	100	15	a	a	DET
fis-3004	100	16	maximum	maximum	ADJ
fis-3004	100	17	load	load	NOUN
fis-3004	100	18	of	of	ADP
fis-3004	100	19	69.44	69.44	NUM
fis-3004	100	20	kn	kn	NOUN
fis-3004	100	21	with	with	ADP
fis-3004	100	22	strength	strength	NOUN
fis-3004	100	23	gain	gain	NOUN
fis-3004	100	24	of	of	ADP
fis-3004	100	25	135	135	NUM
fis-3004	100	26	%	%	NOUN
fis-3004	100	27	compared	compare	VERB
fis-3004	100	28	with	with	ADP
fis-3004	100	29	the	the	DET
fis-3004	100	30	control	control	NOUN
fis-3004	100	31	beam	beam	NOUN
fis-3004	100	32	,	,	PUNCT
fis-3004	100	33	while	while	SCONJ
fis-3004	100	34	its	its	PRON
fis-3004	100	35	deflection	deflection	NOUN
fis-3004	100	36	at	at	ADP
fis-3004	100	37	failure	failure	NOUN
fis-3004	100	38	reached	reach	VERB
fis-3004	100	39	27.72	27.72	NUM
fis-3004	100	40	mm	mm	PROPN
fis-3004	100	41	.	.	PUNCT
fis-3004	101	1	beam	beam	PROPN
fis-3004	101	2	b01	b01	PROPN
fis-3004	101	3	showed	show	VERB
fis-3004	101	4	higher	high	ADJ
fis-3004	101	5	initial	initial	ADJ
fis-3004	101	6	stiffness	stiffness	NOUN
fis-3004	101	7	.	.	PUNCT
fis-3004	102	1	at	at	ADP
fis-3004	102	2	mid	mid	PROPN
fis-3004	102	3	-	-	NOUN
fis-3004	102	4	span	span	NOUN
fis-3004	102	5	,	,	PUNCT
fis-3004	102	6	flexure	flexure	NOUN
fis-3004	102	7	cracks	crack	NOUN
fis-3004	102	8	started	start	VERB
fis-3004	102	9	,	,	PUNCT
fis-3004	102	10	followed	follow	VERB
fis-3004	102	11	by	by	ADP
fis-3004	102	12	debonding	debonde	VERB
fis-3004	102	13	of	of	ADP
fis-3004	102	14	the	the	DET
fis-3004	102	15	cfrp	cfrp	NOUN
fis-3004	102	16	as	as	ADP
fis-3004	102	17	in	in	ADP
fis-3004	102	18	fig	fig	NOUN
fis-3004	102	19	.	.	PUNCT
fis-3004	103	1	8	8	X
fis-3004	103	2	.	.	PUNCT
fis-3004	104	1	specimen	speciman	NOUN
fis-3004	104	2	b04	b04	VERB
fis-3004	104	3	with	with	ADP
fis-3004	104	4	strengthened	strengthen	VERB
fis-3004	104	5	with	with	ADP
fis-3004	104	6	one	one	NUM
fis-3004	104	7	layer	layer	NOUN
fis-3004	104	8	on	on	ADP
fis-3004	104	9	the	the	DET
fis-3004	104	10	soffit	soffit	NOUN
fis-3004	104	11	of	of	ADP
fis-3004	104	12	the	the	DET
fis-3004	104	13	specimen	speciman	NOUN
fis-3004	104	14	and	and	CCONJ
fis-3004	104	15	on	on	ADP
fis-3004	104	16	sides	side	NOUN
fis-3004	104	17	.	.	PUNCT
fis-3004	105	1	the	the	DET
fis-3004	105	2	ultimate	ultimate	ADJ
fis-3004	105	3	load	load	NOUN
fis-3004	105	4	was	be	AUX
fis-3004	105	5	75.66	75.66	NUM
fis-3004	105	6	kn	kn	NOUN
fis-3004	105	7	with	with	ADP
fis-3004	105	8	a	a	DET
fis-3004	105	9	strength	strength	NOUN
fis-3004	105	10	increase	increase	NOUN
fis-3004	105	11	of	of	ADP
fis-3004	105	12	148	148	NUM
fis-3004	105	13	%	%	NOUN
fis-3004	105	14	.	.	PUNCT
fis-3004	106	1	the	the	DET
fis-3004	106	2	final	final	ADJ
fis-3004	106	3	failure	failure	NOUN
fis-3004	106	4	occurred	occur	VERB
fis-3004	106	5	by	by	ADP
fis-3004	106	6	rupture	rupture	NOUN
fis-3004	106	7	of	of	ADP
fis-3004	106	8	cfrp	cfrp	NOUN
fis-3004	106	9	in	in	ADP
fis-3004	106	10	the	the	DET
fis-3004	106	11	lower	low	ADJ
fis-3004	106	12	chord	chord	NOUN
fis-3004	106	13	and	and	CCONJ
fis-3004	106	14	then	then	ADV
fis-3004	106	15	on	on	ADP
fis-3004	106	16	sides	side	NOUN
fis-3004	106	17	of	of	ADP
fis-3004	106	18	the	the	DET
fis-3004	106	19	beam	beam	NOUN
fis-3004	106	20	after	after	ADP
fis-3004	106	21	concrete	concrete	ADJ
fis-3004	106	22	crushing	crush	VERB
fis-3004	106	23	in	in	ADP
fis-3004	106	24	compression	compression	NOUN
fis-3004	106	25	at	at	ADP
fis-3004	106	26	mid	mid	NOUN
fis-3004	106	27	-	-	NOUN
fis-3004	106	28	span	span	NOUN
fis-3004	106	29	at	at	ADP
fis-3004	106	30	a	a	DET
fis-3004	106	31	deflection	deflection	NOUN
fis-3004	106	32	of	of	ADP
fis-3004	106	33	31.74	31.74	NUM
fis-3004	106	34	mm	mm	NOUN
fis-3004	106	35	.	.	PUNCT
fis-3004	107	1	beam	beam	PROPN
fis-3004	107	2	b05	b05	PROPN
fis-3004	107	3	had	have	VERB
fis-3004	107	4	one	one	NUM
fis-3004	107	5	sheet	sheet	NOUN
fis-3004	107	6	with	with	ADP
fis-3004	107	7	a	a	DET
fis-3004	107	8	width	width	NOUN
fis-3004	107	9	of	of	ADP
fis-3004	107	10	100	100	NUM
fis-3004	107	11	mm	mm	NOUN
fis-3004	107	12	attached	attach	VERB
fis-3004	107	13	on	on	ADP
fis-3004	107	14	the	the	DET
fis-3004	107	15	bottom	bottom	ADJ
fis-3004	107	16	chord	chord	NOUN
fis-3004	107	17	and	and	CCONJ
fis-3004	107	18	6	6	NUM
fis-3004	107	19	u	u	NOUN
fis-3004	107	20	shape	shape	NOUN
fis-3004	107	21	sheets	sheet	NOUN
fis-3004	107	22	with	with	ADP
fis-3004	107	23	a	a	DET
fis-3004	107	24	width	width	NOUN
fis-3004	107	25	of	of	ADP
fis-3004	107	26	50	50	NUM
fis-3004	107	27	mm	mm	NOUN
fis-3004	107	28	wrapped	wrap	VERB
fis-3004	107	29	on	on	ADP
fis-3004	107	30	the	the	DET
fis-3004	107	31	bottom	bottom	NOUN
fis-3004	107	32	and	and	CCONJ
fis-3004	107	33	on	on	ADP
fis-3004	107	34	the	the	DET
fis-3004	107	35	sides	side	NOUN
fis-3004	107	36	to	to	PART
fis-3004	107	37	prevent	prevent	VERB
fis-3004	107	38	cfrp	cfrp	PROPN
fis-3004	107	39	debonding	debonding	NOUN
fis-3004	107	40	.	.	PUNCT
fis-3004	108	1	the	the	DET
fis-3004	108	2	ultimate	ultimate	ADJ
fis-3004	108	3	load	load	NOUN
fis-3004	108	4	was	be	AUX
fis-3004	108	5	73.76	73.76	NUM
fis-3004	108	6	kn	kn	NOUN
fis-3004	108	7	with	with	ADP
fis-3004	108	8	a	a	DET
fis-3004	108	9	strength	strength	NOUN
fis-3004	108	10	increase	increase	NOUN
fis-3004	108	11	of	of	ADP
fis-3004	108	12	144	144	NUM
fis-3004	108	13	%	%	NOUN
fis-3004	108	14	.	.	PUNCT
fis-3004	109	1	the	the	DET
fis-3004	109	2	failure	failure	NOUN
fis-3004	109	3	was	be	AUX
fis-3004	109	4	ductile	ductile	ADJ
fis-3004	109	5	because	because	SCONJ
fis-3004	109	6	the	the	DET
fis-3004	109	7	deflection	deflection	NOUN
fis-3004	109	8	at	at	ADP
fis-3004	109	9	failure	failure	NOUN
fis-3004	109	10	was	be	AUX
fis-3004	109	11	approximately	approximately	ADV
fis-3004	109	12	twice	twice	DET
fis-3004	109	13	the	the	DET
fis-3004	109	14	deflection	deflection	NOUN
fis-3004	109	15	at	at	ADP
fis-3004	109	16	the	the	DET
fis-3004	109	17	yield	yield	NOUN
fis-3004	109	18	of	of	ADP
fis-3004	109	19	steel	steel	NOUN
fis-3004	109	20	reinforcement	reinforcement	NOUN
fis-3004	109	21	.	.	PUNCT
fis-3004	110	1	at	at	ADP
fis-3004	110	2	the	the	DET
fis-3004	110	3	mid	mid	NOUN
fis-3004	110	4	-	-	NOUN
fis-3004	110	5	span	span	NOUN
fis-3004	110	6	,	,	PUNCT
fis-3004	110	7	flexure	flexure	NOUN
fis-3004	110	8	cracks	crack	NOUN
fis-3004	110	9	occurred	occur	VERB
fis-3004	110	10	,	,	PUNCT
fis-3004	110	11	followed	follow	VERB
fis-3004	110	12	by	by	ADP
fis-3004	110	13	cfrp	cfrp	NOUN
fis-3004	110	14	sheet	sheet	NOUN
fis-3004	110	15	rupture	rupture	NOUN
fis-3004	110	16	at	at	ADP
fis-3004	110	17	the	the	DET
fis-3004	110	18	bottom	bottom	ADJ
fis-3004	110	19	chord	chord	NOUN
fis-3004	110	20	.	.	PUNCT
fis-3004	111	1	figure	figure	VERB
fis-3004	111	2	5	5	NUM
fis-3004	111	3	:	:	PUNCT
fis-3004	111	4	load	load	NOUN
fis-3004	111	5	-	-	PUNCT
fis-3004	111	6	deflection	deflection	NOUN
fis-3004	111	7	curve	curve	NOUN
fis-3004	111	8	for	for	ADP
fis-3004	111	9	one	one	NUM
fis-3004	111	10	-	-	PUNCT
fis-3004	111	11	layer	layer	NOUN
fis-3004	111	12	beams	beam	NOUN
fis-3004	111	13	.	.	PUNCT
fis-3004	112	1	two	two	NUM
fis-3004	112	2	and	and	CCONJ
fis-3004	112	3	three	three	NUM
fis-3004	112	4	layers	layer	NOUN
fis-3004	112	5	strengthening	strengthen	VERB
fis-3004	112	6	of	of	ADP
fis-3004	112	7	beams	beam	NOUN
fis-3004	112	8	beam	beam	PROPN
fis-3004	112	9	b02	b02	PROPN
fis-3004	112	10	was	be	AUX
fis-3004	112	11	reinforced	reinforce	VERB
fis-3004	112	12	with	with	ADP
fis-3004	112	13	two	two	NUM
fis-3004	112	14	layers	layer	NOUN
fis-3004	112	15	of	of	ADP
fis-3004	112	16	cfrp	cfrp	NOUN
fis-3004	112	17	.	.	PUNCT
fis-3004	113	1	the	the	DET
fis-3004	113	2	strengthening	strengthening	NOUN
fis-3004	113	3	was	be	AUX
fis-3004	113	4	applied	apply	VERB
fis-3004	113	5	on	on	ADP
fis-3004	113	6	the	the	DET
fis-3004	113	7	bottom	bottom	NOUN
fis-3004	113	8	of	of	ADP
fis-3004	113	9	the	the	DET
fis-3004	113	10	beam	beam	NOUN
fis-3004	113	11	with	with	ADP
fis-3004	113	12	unequal	unequal	ADJ
fis-3004	113	13	lengths	length	NOUN
fis-3004	113	14	(	(	PUNCT
fis-3004	113	15	1700	1700	NUM
fis-3004	113	16	mm	mm	NOUN
fis-3004	113	17	and	and	CCONJ
fis-3004	113	18	1400	1400	NUM
fis-3004	113	19	mm	mm	NOUN
fis-3004	113	20	)	)	PUNCT
fis-3004	113	21	.	.	PUNCT
fis-3004	114	1	the	the	DET
fis-3004	114	2	yield	yield	NOUN
fis-3004	114	3	load	load	NOUN
fis-3004	114	4	was	be	AUX
fis-3004	114	5	62.72	62.72	NUM
fis-3004	114	6	kn	kn	NOUN
fis-3004	114	7	and	and	CCONJ
fis-3004	114	8	the	the	DET
fis-3004	114	9	ultimate	ultimate	ADJ
fis-3004	114	10	load	load	NOUN
fis-3004	114	11	was	be	AUX
fis-3004	114	12	75.10	75.10	NUM
fis-3004	114	13	kn	kn	PROPN
fis-3004	114	14	,	,	PUNCT
fis-3004	114	15	which	which	PRON
fis-3004	114	16	represents	represent	VERB
fis-3004	114	17	a	a	DET
fis-3004	114	18	gain	gain	NOUN
fis-3004	114	19	in	in	ADP
fis-3004	114	20	strength	strength	NOUN
fis-3004	114	21	of	of	ADP
fis-3004	114	22	147	147	NUM
fis-3004	114	23	%	%	NOUN
fis-3004	114	24	.	.	PUNCT
fis-3004	115	1	the	the	DET
fis-3004	115	2	beam	beam	NOUN
fis-3004	115	3	failure	failure	NOUN
fis-3004	115	4	was	be	AUX
fis-3004	115	5	sudden	sudden	ADJ
fis-3004	115	6	and	and	CCONJ
fis-3004	115	7	brittle	brittle	ADJ
fis-3004	115	8	due	due	ADJ
fis-3004	115	9	to	to	ADP
fis-3004	115	10	the	the	DET
fis-3004	115	11	rupture	rupture	NOUN
fis-3004	115	12	of	of	ADP
fis-3004	115	13	the	the	DET
fis-3004	115	14	reinforcing	reinforce	VERB
fis-3004	115	15	composite	composite	ADJ
fis-3004	115	16	material	material	NOUN
fis-3004	115	17	.	.	PUNCT
fis-3004	116	1	the	the	DET
fis-3004	116	2	beam	beam	NOUN
fis-3004	116	3	failure	failure	NOUN
fis-3004	116	4	was	be	AUX
fis-3004	116	5	sudden	sudden	ADJ
fis-3004	116	6	and	and	CCONJ
fis-3004	116	7	brittle	brittle	ADJ
fis-3004	116	8	in	in	ADP
fis-3004	116	9	form	form	NOUN
fis-3004	116	10	of	of	ADP
fis-3004	116	11	rupture	rupture	NOUN
fis-3004	116	12	of	of	ADP
fis-3004	116	13	the	the	DET
fis-3004	116	14	reinforcing	reinforce	VERB
fis-3004	116	15	composite	composite	ADJ
fis-3004	116	16	material	material	NOUN
fis-3004	116	17	.	.	PUNCT
fis-3004	117	1	several	several	ADJ
fis-3004	117	2	flexural	flexural	ADJ
fis-3004	117	3	cracks	crack	NOUN
fis-3004	117	4	occurred	occur	VERB
fis-3004	117	5	t	t	PROPN
fis-3004	117	6	0	0	NUM
fis-3004	117	7	10	10	NUM
fis-3004	117	8	20	20	NUM
fis-3004	117	9	30	30	NUM
fis-3004	117	10	40	40	NUM
fis-3004	117	11	50	50	NUM
fis-3004	117	12	60	60	NUM
fis-3004	117	13	70	70	NUM
fis-3004	117	14	80	80	NUM
fis-3004	117	15	0	0	NUM
fis-3004	117	16	10	10	NUM
fis-3004	117	17	20	20	NUM
fis-3004	117	18	30	30	NUM
fis-3004	117	19	40	40	NUM
fis-3004	117	20	50	50	NUM
fis-3004	117	21	60	60	NUM
fis-3004	117	22	70	70	NUM
fis-3004	117	23	80	80	NUM
fis-3004	117	24	l	l	NOUN
fis-3004	117	25	oa	oa	X
fis-3004	117	26	d	d	X
fis-3004	117	27	(	(	PUNCT
fis-3004	117	28	kn	kn	PROPN
fis-3004	117	29	)	)	PUNCT
fis-3004	117	30	mid	mid	ADJ
fis-3004	117	31	-	-	ADJ
fis-3004	117	32	span	span	NOUN
fis-3004	117	33	deflection	deflection	NOUN
fis-3004	117	34	(	(	PUNCT
fis-3004	117	35	mm	mm	NOUN
fis-3004	117	36	)	)	PUNCT
fis-3004	117	37	b00	b00	NOUN
fis-3004	117	38	b01	b01	NOUN
fis-3004	117	39	b04	b04	PROPN
fis-3004	117	40	b05	b05	PROPN
fis-3004	117	41	k.	k.	PROPN
fis-3004	117	42	fawzy	fawzy	PROPN
fis-3004	117	43	et	et	PROPN
fis-3004	117	44	al	al	PROPN
fis-3004	117	45	,	,	PUNCT
fis-3004	117	46	frattura	frattura	PROPN
fis-3004	117	47	ed	ed	PROPN
fis-3004	117	48	integrità	integrità	PROPN
fis-3004	117	49	strutturale	strutturale	PROPN
fis-3004	117	50	,	,	PUNCT
fis-3004	117	51	56	56	NUM
fis-3004	117	52	(	(	PUNCT
fis-3004	117	53	2021	2021	NUM
fis-3004	117	54	)	)	PUNCT
fis-3004	117	55	123	123	NUM
fis-3004	117	56	-	-	SYM
fis-3004	117	57	136	136	NUM
fis-3004	117	58	;	;	PUNCT
fis-3004	117	59	doi	doi	NOUN
fis-3004	117	60	:	:	PUNCT
fis-3004	117	61	10.3221	10.3221	NUM
fis-3004	117	62	/	/	SYM
fis-3004	117	63	igf	igf	PROPN
fis-3004	117	64	-	-	NOUN
fis-3004	117	65	esis.56.10	esis.56.10	PROPN
fis-3004	117	66	129	129	NUM
fis-3004	117	67	in	in	ADP
fis-3004	117	68	the	the	DET
fis-3004	117	69	central	central	ADJ
fis-3004	117	70	span	span	NOUN
fis-3004	117	71	of	of	ADP
fis-3004	117	72	the	the	DET
fis-3004	117	73	beam	beam	NOUN
fis-3004	117	74	before	before	SCONJ
fis-3004	117	75	the	the	DET
fis-3004	117	76	composite	composite	ADJ
fis-3004	117	77	material	material	NOUN
fis-3004	117	78	failed	fail	VERB
fis-3004	117	79	.	.	PUNCT
fis-3004	118	1	the	the	DET
fis-3004	118	2	maximum	maximum	ADJ
fis-3004	118	3	deflection	deflection	NOUN
fis-3004	118	4	at	at	ADP
fis-3004	118	5	failure	failure	NOUN
fis-3004	118	6	was	be	AUX
fis-3004	118	7	27.58	27.58	NUM
fis-3004	118	8	mm	mm	NOUN
fis-3004	118	9	as	as	ADP
fis-3004	118	10	in	in	ADP
fis-3004	118	11	(	(	PUNCT
fis-3004	118	12	fig	fig	NOUN
fis-3004	118	13	.	.	PUNCT
fis-3004	119	1	8)	8)	NUM
fis-3004	119	2	.	.	PUNCT
fis-3004	120	1	the	the	DET
fis-3004	120	2	strengthening	strengthening	NOUN
fis-3004	120	3	of	of	ADP
fis-3004	120	4	beam	beam	NOUN
fis-3004	120	5	b06	b06	NOUN
fis-3004	120	6	was	be	AUX
fis-3004	120	7	similar	similar	ADJ
fis-3004	120	8	to	to	ADP
fis-3004	120	9	beam	beam	NOUN
fis-3004	120	10	b05	b05	NOUN
fis-3004	120	11	,	,	PUNCT
fis-3004	120	12	except	except	SCONJ
fis-3004	120	13	for	for	ADP
fis-3004	120	14	the	the	DET
fis-3004	120	15	number	number	NOUN
fis-3004	120	16	of	of	ADP
fis-3004	120	17	layers	layer	NOUN
fis-3004	120	18	,	,	PUNCT
fis-3004	120	19	which	which	PRON
fis-3004	120	20	is	be	AUX
fis-3004	120	21	two	two	NUM
fis-3004	120	22	rather	rather	ADV
fis-3004	120	23	than	than	ADP
fis-3004	120	24	one	one	NUM
fis-3004	120	25	.	.	PUNCT
fis-3004	121	1	the	the	DET
fis-3004	121	2	rupture	rupture	NOUN
fis-3004	121	3	started	start	VERB
fis-3004	121	4	with	with	ADP
fis-3004	121	5	the	the	DET
fis-3004	121	6	cfrp	cfrp	NOUN
fis-3004	121	7	wrapped	wrap	VERB
fis-3004	121	8	sheets	sheet	NOUN
fis-3004	121	9	and	and	CCONJ
fis-3004	121	10	then	then	ADV
fis-3004	121	11	the	the	DET
fis-3004	121	12	cfrp	cfrp	PROPN
fis-3004	121	13	bottom	bottom	NOUN
fis-3004	121	14	chord	chord	NOUN
fis-3004	121	15	,	,	PUNCT
fis-3004	121	16	at	at	ADP
fis-3004	121	17	the	the	DET
fis-3004	121	18	final	final	ADJ
fis-3004	121	19	load	load	NOUN
fis-3004	121	20	of	of	ADP
fis-3004	121	21	87.85	87.85	NUM
fis-3004	121	22	kn	kn	NOUN
fis-3004	121	23	and	and	CCONJ
fis-3004	121	24	the	the	DET
fis-3004	121	25	ultimate	ultimate	ADJ
fis-3004	121	26	deflection	deflection	NOUN
fis-3004	121	27	of	of	ADP
fis-3004	121	28	36.96	36.96	NUM
fis-3004	121	29	mm	mm	NOUN
fis-3004	121	30	.	.	PUNCT
fis-3004	122	1	beam	beam	PROPN
fis-3004	122	2	b03	b03	PROPN
fis-3004	122	3	was	be	AUX
fis-3004	122	4	strengthened	strengthen	VERB
fis-3004	122	5	with	with	ADP
fis-3004	122	6	3	3	NUM
fis-3004	122	7	layers	layer	NOUN
fis-3004	122	8	of	of	ADP
fis-3004	122	9	cfrp	cfrp	NOUN
fis-3004	122	10	,	,	PUNCT
fis-3004	122	11	and	and	CCONJ
fis-3004	122	12	the	the	DET
fis-3004	122	13	failure	failure	NOUN
fis-3004	122	14	occurred	occur	VERB
fis-3004	122	15	in	in	ADP
fis-3004	122	16	the	the	DET
fis-3004	122	17	concrete	concrete	ADJ
fis-3004	122	18	compression	compression	NOUN
fis-3004	122	19	zone	zone	NOUN
fis-3004	122	20	,	,	PUNCT
fis-3004	122	21	followed	follow	VERB
fis-3004	122	22	by	by	ADP
fis-3004	122	23	the	the	DET
fis-3004	122	24	rupture	rupture	NOUN
fis-3004	122	25	of	of	ADP
fis-3004	122	26	cfrp	cfrp	NOUN
fis-3004	122	27	.	.	PUNCT
fis-3004	123	1	the	the	DET
fis-3004	123	2	maximum	maximum	ADJ
fis-3004	123	3	load	load	NOUN
fis-3004	123	4	was	be	AUX
fis-3004	123	5	79.39	79.39	NUM
fis-3004	123	6	kn	kn	PROPN
fis-3004	123	7	,	,	PUNCT
fis-3004	123	8	which	which	PRON
fis-3004	123	9	is	be	AUX
fis-3004	123	10	higher	high	ADJ
fis-3004	123	11	than	than	ADP
fis-3004	123	12	b00	b00	VERB
fis-3004	123	13	by	by	ADP
fis-3004	123	14	155	155	NUM
fis-3004	123	15	%	%	NOUN
fis-3004	123	16	,	,	PUNCT
fis-3004	123	17	and	and	CCONJ
fis-3004	123	18	the	the	DET
fis-3004	123	19	maximum	maximum	ADJ
fis-3004	123	20	deflection	deflection	NOUN
fis-3004	123	21	was	be	AUX
fis-3004	123	22	23.33	23.33	NUM
fis-3004	123	23	mm	mm	NOUN
fis-3004	123	24	.	.	PUNCT
fis-3004	124	1	specimen	speciman	NOUN
fis-3004	124	2	b06	b06	VERB
fis-3004	124	3	with	with	ADP
fis-3004	124	4	two	two	NUM
fis-3004	124	5	strengthening	strengthen	VERB
fis-3004	124	6	layers	layer	NOUN
fis-3004	124	7	and	and	CCONJ
fis-3004	124	8	6	6	NUM
fis-3004	124	9	u	u	NOUN
fis-3004	124	10	-	-	NOUN
fis-3004	124	11	shape	shape	NOUN
fis-3004	124	12	sheets	sheet	NOUN
fis-3004	124	13	had	have	VERB
fis-3004	124	14	a	a	DET
fis-3004	124	15	maximum	maximum	ADJ
fis-3004	124	16	load	load	NOUN
fis-3004	124	17	of	of	ADP
fis-3004	124	18	87.85	87.85	NUM
fis-3004	124	19	kn	kn	NOUN
fis-3004	124	20	with	with	ADP
fis-3004	124	21	a	a	DET
fis-3004	124	22	strength	strength	NOUN
fis-3004	124	23	gain	gain	NOUN
fis-3004	124	24	of	of	ADP
fis-3004	124	25	172	172	NUM
fis-3004	124	26	%	%	NOUN
fis-3004	124	27	compared	compare	VERB
fis-3004	124	28	with	with	ADP
fis-3004	124	29	b00	b00	NOUN
fis-3004	124	30	.	.	PUNCT
fis-3004	125	1	at	at	ADP
fis-3004	125	2	mid	mid	PROPN
fis-3004	125	3	-	-	NOUN
fis-3004	125	4	span	span	NOUN
fis-3004	125	5	,	,	PUNCT
fis-3004	125	6	more	more	ADJ
fis-3004	125	7	cracks	crack	NOUN
fis-3004	125	8	started	start	VERB
fis-3004	125	9	,	,	PUNCT
fis-3004	125	10	followed	follow	VERB
fis-3004	125	11	by	by	ADP
fis-3004	125	12	debonding	debonde	VERB
fis-3004	125	13	of	of	ADP
fis-3004	125	14	the	the	DET
fis-3004	125	15	cfrp	cfrp	NOUN
fis-3004	125	16	(	(	PUNCT
fis-3004	125	17	fig	fig	NOUN
fis-3004	125	18	.	.	PUNCT
fis-3004	126	1	8)	8)	NUM
fis-3004	126	2	.	.	PUNCT
fis-3004	127	1	beam	beam	NOUN
fis-3004	127	2	b07	b07	NOUN
fis-3004	127	3	with	with	ADP
fis-3004	127	4	three	three	NUM
fis-3004	127	5	layers	layer	NOUN
fis-3004	127	6	and	and	CCONJ
fis-3004	127	7	6u	6u	NUM
fis-3004	127	8	-	-	PUNCT
fis-3004	127	9	shape	shape	NOUN
fis-3004	127	10	sheets	sheet	NOUN
fis-3004	127	11	showed	show	VERB
fis-3004	127	12	that	that	SCONJ
fis-3004	127	13	had	have	VERB
fis-3004	127	14	a	a	DET
fis-3004	127	15	maximum	maximum	ADJ
fis-3004	127	16	load	load	NOUN
fis-3004	127	17	of	of	ADP
fis-3004	127	18	88.78	88.78	NUM
fis-3004	127	19	kn	kn	NOUN
fis-3004	127	20	with	with	ADP
fis-3004	127	21	approximately	approximately	ADV
fis-3004	127	22	2	2	NUM
fis-3004	127	23	%	%	NOUN
fis-3004	127	24	strength	strength	NOUN
fis-3004	127	25	gain	gain	NOUN
fis-3004	127	26	compared	compare	VERB
fis-3004	127	27	with	with	ADP
fis-3004	127	28	b06	b06	NOUN
fis-3004	127	29	,	,	PUNCT
fis-3004	127	30	the	the	DET
fis-3004	127	31	deflection	deflection	NOUN
fis-3004	127	32	was	be	AUX
fis-3004	127	33	30.97	30.97	NUM
fis-3004	127	34	.	.	PUNCT
fis-3004	128	1	figure	figure	VERB
fis-3004	128	2	6	6	NUM
fis-3004	128	3	:	:	PUNCT
fis-3004	128	4	comparison	comparison	NOUN
fis-3004	128	5	of	of	ADP
fis-3004	128	6	the	the	DET
fis-3004	128	7	load	load	NOUN
fis-3004	128	8	vs.	vs.	ADP
fis-3004	128	9	mid	mid	ADJ
fis-3004	128	10	-	-	ADJ
fis-3004	128	11	span	span	ADJ
fis-3004	128	12	deflection	deflection	NOUN
fis-3004	128	13	of	of	ADP
fis-3004	128	14	:	:	PUNCT
fis-3004	128	15	(	(	PUNCT
fis-3004	128	16	a	a	X
fis-3004	128	17	)	)	PUNCT
fis-3004	128	18	beams	beam	NOUN
fis-3004	128	19	strengthened	strengthen	VERB
fis-3004	128	20	by	by	ADP
fis-3004	128	21	two	two	NUM
fis-3004	128	22	layers	layer	NOUN
fis-3004	128	23	cfrp	cfrp	NOUN
fis-3004	128	24	,	,	PUNCT
fis-3004	128	25	(	(	PUNCT
fis-3004	128	26	b	b	X
fis-3004	128	27	)	)	PUNCT
fis-3004	128	28	beams	beam	NOUN
fis-3004	128	29	strengthened	strengthen	VERB
fis-3004	128	30	by	by	ADP
fis-3004	128	31	three	three	NUM
fis-3004	128	32	layers	layer	NOUN
fis-3004	128	33	cfrp	cfrp	NOUN
fis-3004	128	34	.	.	PUNCT
fis-3004	129	1	different	different	ADJ
fis-3004	129	2	reinforcement	reinforcement	NOUN
fis-3004	129	3	strengthening	strengthening	NOUN
fis-3004	129	4	of	of	ADP
fis-3004	129	5	beams	beam	NOUN
fis-3004	129	6	specimens	specimen	NOUN
fis-3004	129	7	b08	b08	PROPN
fis-3004	129	8	and	and	CCONJ
fis-3004	129	9	b09	b09	PROPN
fis-3004	129	10	were	be	AUX
fis-3004	129	11	strengthened	strengthen	VERB
fis-3004	129	12	by	by	ADP
fis-3004	129	13	one	one	NUM
fis-3004	129	14	layer	layer	NOUN
fis-3004	129	15	of	of	ADP
fis-3004	129	16	cfrp	cfrp	NOUN
fis-3004	129	17	with	with	ADP
fis-3004	129	18	different	different	ADJ
fis-3004	129	19	reinforcement	reinforcement	NOUN
fis-3004	129	20	ratio	ratio	NOUN
fis-3004	129	21	.	.	PUNCT
fis-3004	130	1	their	their	PRON
fis-3004	130	2	ultimate	ultimate	ADJ
fis-3004	130	3	loads	load	NOUN
fis-3004	130	4	increased	increase	VERB
fis-3004	130	5	by	by	ADP
fis-3004	130	6	43	43	NUM
fis-3004	130	7	%	%	NOUN
fis-3004	130	8	and	and	CCONJ
fis-3004	130	9	16	16	NUM
fis-3004	130	10	%	%	NOUN
fis-3004	130	11	compared	compare	VERB
fis-3004	130	12	with	with	ADP
fis-3004	130	13	b01	b01	NOUN
fis-3004	130	14	,	,	PUNCT
fis-3004	130	15	respectively	respectively	ADV
fis-3004	130	16	.	.	PUNCT
fis-3004	131	1	for	for	ADP
fis-3004	131	2	b08	b08	NOUN
fis-3004	131	3	large	large	ADJ
fis-3004	131	4	shear	shear	NOUN
fis-3004	131	5	cracks	crack	NOUN
fis-3004	131	6	with	with	ADP
fis-3004	131	7	almost	almost	ADV
fis-3004	131	8	45	45	NUM
fis-3004	131	9	°	°	NOUN
fis-3004	131	10	from	from	ADP
fis-3004	131	11	supports	support	NOUN
fis-3004	131	12	.	.	PUNCT
fis-3004	132	1	the	the	DET
fis-3004	132	2	beam	beam	NOUN
fis-3004	132	3	failed	fail	VERB
fis-3004	132	4	completely	completely	ADV
fis-3004	132	5	at	at	ADP
fis-3004	132	6	the	the	DET
fis-3004	132	7	load	load	NOUN
fis-3004	132	8	of	of	ADP
fis-3004	132	9	99.08	99.08	NUM
fis-3004	132	10	kn	kn	NOUN
fis-3004	132	11	due	due	ADP
fis-3004	132	12	to	to	ADP
fis-3004	132	13	failure	failure	NOUN
fis-3004	132	14	in	in	ADP
fis-3004	132	15	the	the	DET
fis-3004	132	16	shear	shear	NOUN
fis-3004	132	17	region	region	NOUN
fis-3004	132	18	.	.	PUNCT
fis-3004	133	1	but	but	CCONJ
fis-3004	133	2	for	for	ADP
fis-3004	133	3	b09	b09	NOUN
fis-3004	133	4	,	,	PUNCT
fis-3004	133	5	the	the	DET
fis-3004	133	6	failure	failure	NOUN
fis-3004	133	7	occurs	occur	VERB
fis-3004	133	8	firstly	firstly	ADV
fis-3004	133	9	in	in	ADP
fis-3004	133	10	concrete	concrete	ADJ
fis-3004	133	11	compression	compression	NOUN
fis-3004	133	12	zone	zone	NOUN
fis-3004	133	13	,	,	PUNCT
fis-3004	133	14	then	then	ADV
fis-3004	133	15	rupture	rupture	NOUN
fis-3004	133	16	of	of	ADP
fis-3004	133	17	the	the	DET
fis-3004	133	18	cfrp	cfrp	NOUN
fis-3004	133	19	sheet	sheet	NOUN
fis-3004	133	20	at	at	ADP
fis-3004	133	21	a	a	DET
fis-3004	133	22	load	load	NOUN
fis-3004	133	23	of	of	ADP
fis-3004	133	24	80.38	80.38	NUM
fis-3004	133	25	kn	kn	PROPN
fis-3004	133	26	as	as	ADP
fis-3004	133	27	in	in	ADP
fis-3004	133	28	fig	fig	NOUN
fis-3004	133	29	.	.	PUNCT
fis-3004	134	1	8	8	X
fis-3004	134	2	.	.	X
fis-3004	134	3	ductility	ductility	NOUN
fis-3004	134	4	characteristics	characteristic	NOUN
fis-3004	134	5	in	in	ADP
fis-3004	134	6	the	the	DET
fis-3004	134	7	seismic	seismic	ADJ
fis-3004	134	8	regions	region	NOUN
fis-3004	134	9	,	,	PUNCT
fis-3004	134	10	ductility	ductility	NOUN
fis-3004	134	11	is	be	AUX
fis-3004	134	12	a	a	DET
fis-3004	134	13	significant	significant	ADJ
fis-3004	134	14	parameter	parameter	NOUN
fis-3004	134	15	for	for	ADP
fis-3004	134	16	the	the	DET
fis-3004	134	17	design	design	NOUN
fis-3004	134	18	of	of	ADP
fis-3004	134	19	concrete	concrete	ADJ
fis-3004	134	20	structures	structure	NOUN
fis-3004	134	21	.	.	PUNCT
fis-3004	135	1	the	the	DET
fis-3004	135	2	ductility	ductility	NOUN
fis-3004	135	3	can	can	AUX
fis-3004	135	4	be	be	AUX
fis-3004	135	5	evaluated	evaluate	VERB
fis-3004	135	6	in	in	ADP
fis-3004	135	7	terms	term	NOUN
fis-3004	135	8	of	of	ADP
fis-3004	135	9	energy	energy	NOUN
fis-3004	135	10	or	or	CCONJ
fis-3004	135	11	deflection	deflection	NOUN
fis-3004	135	12	.	.	PUNCT
fis-3004	136	1	for	for	ADP
fis-3004	136	2	comparison	comparison	NOUN
fis-3004	136	3	purposes	purpose	NOUN
fis-3004	136	4	,	,	PUNCT
fis-3004	136	5	thomsen	thomsen	PROPN
fis-3004	136	6	et	et	PROPN
fis-3004	136	7	al	al	PROPN
fis-3004	136	8	.	.	PUNCT
fis-3004	137	1	[	[	X
fis-3004	137	2	16	16	NUM
fis-3004	137	3	]	]	PUNCT
fis-3004	137	4	use	use	NOUN
fis-3004	137	5	ductility	ductility	NOUN
fis-3004	137	6	depended	depend	VERB
fis-3004	137	7	on	on	ADP
fis-3004	137	8	the	the	DET
fis-3004	137	9	concept	concept	NOUN
fis-3004	137	10	of	of	ADP
fis-3004	137	11	energy	energy	NOUN
fis-3004	137	12	,	,	PUNCT
fis-3004	137	13	µe	µe	ADP
fis-3004	137	14	,	,	PUNCT
fis-3004	137	15	described	describe	VERB
fis-3004	137	16	as	as	ADP
fis-3004	137	17	the	the	DET
fis-3004	137	18	ratio	ratio	NOUN
fis-3004	137	19	of	of	ADP
fis-3004	137	20	the	the	DET
fis-3004	137	21	system	system	NOUN
fis-3004	137	22	's	's	PART
fis-3004	137	23	energy	energy	NOUN
fis-3004	137	24	at	at	ADP
fis-3004	137	25	failure	failure	NOUN
fis-3004	137	26	,	,	PUNCT
fis-3004	137	27	eu	eu	PROPN
fis-3004	137	28	,	,	PUNCT
fis-3004	137	29	to	to	ADP
fis-3004	137	30	that	that	PRON
fis-3004	137	31	of	of	ADP
fis-3004	137	32	the	the	DET
fis-3004	137	33	first	first	ADJ
fis-3004	137	34	steel	steel	NOUN
fis-3004	137	35	yield	yield	NOUN
fis-3004	137	36	,	,	PUNCT
fis-3004	137	37	ey	ey	PROPN
fis-3004	137	38	.	.	PUNCT
fis-3004	138	1	the	the	DET
fis-3004	138	2	concept	concept	NOUN
fis-3004	138	3	of	of	ADP
fis-3004	138	4	deformation	deformation	NOUN
fis-3004	138	5	is	be	AUX
fis-3004	138	6	based	base	VERB
fis-3004	138	7	on	on	ADP
fis-3004	138	8	the	the	DET
fis-3004	138	9	deflection	deflection	NOUN
fis-3004	138	10	ductility	ductility	NOUN
fis-3004	138	11	index	index	NOUN
fis-3004	138	12	(	(	PUNCT
fis-3004	138	13	displacement	displacement	NOUN
fis-3004	138	14	at	at	ADP
fis-3004	138	15	failure	failure	NOUN
fis-3004	138	16	divided	divide	VERB
fis-3004	138	17	by	by	ADP
fis-3004	138	18	displacement	displacement	NOUN
fis-3004	138	19	at	at	ADP
fis-3004	138	20	yield	yield	NOUN
fis-3004	138	21	)	)	PUNCT
fis-3004	138	22	while	while	SCONJ
fis-3004	138	23	the	the	DET
fis-3004	138	24	energy	energy	NOUN
fis-3004	138	25	ductility	ductility	NOUN
fis-3004	138	26	is	be	AUX
fis-3004	138	27	measured	measure	VERB
fis-3004	138	28	as	as	ADP
fis-3004	138	29	the	the	DET
fis-3004	138	30	ratio	ratio	NOUN
fis-3004	138	31	of	of	ADP
fis-3004	138	32	the	the	DET
fis-3004	138	33	area	area	NOUN
fis-3004	138	34	under	under	ADP
fis-3004	138	35	the	the	DET
fis-3004	138	36	load	load	NOUN
fis-3004	138	37	deflection	deflection	NOUN
fis-3004	138	38	curve	curve	NOUN
fis-3004	138	39	at	at	ADP
fis-3004	138	40	ultimate	ultimate	ADJ
fis-3004	138	41	failure	failure	NOUN
fis-3004	138	42	to	to	ADP
fis-3004	138	43	the	the	DET
fis-3004	138	44	area	area	NOUN
fis-3004	138	45	under	under	ADP
fis-3004	138	46	the	the	DET
fis-3004	138	47	0	0	NUM
fis-3004	138	48	10	10	NUM
fis-3004	138	49	20	20	NUM
fis-3004	138	50	30	30	NUM
fis-3004	138	51	40	40	NUM
fis-3004	138	52	50	50	NUM
fis-3004	138	53	60	60	NUM
fis-3004	138	54	70	70	NUM
fis-3004	138	55	80	80	NUM
fis-3004	138	56	0	0	NUM
fis-3004	138	57	10	10	NUM
fis-3004	138	58	20	20	NUM
fis-3004	138	59	30	30	NUM
fis-3004	138	60	40	40	NUM
fis-3004	138	61	50	50	NUM
fis-3004	138	62	60	60	NUM
fis-3004	138	63	70	70	NUM
fis-3004	138	64	lo	lo	NOUN
fis-3004	138	65	ad	ad	NOUN
fis-3004	138	66	 	 	SPACE
fis-3004	138	67	(	(	PUNCT
fis-3004	138	68	kn	kn	PROPN
fis-3004	138	69	)	)	PUNCT
fis-3004	138	70	mid‐span	mid‐span	NOUN
fis-3004	138	71	 	 	SPACE
fis-3004	138	72	deflection	deflection	NOUN
fis-3004	138	73	 	 	SPACE
fis-3004	138	74	(	(	PUNCT
fis-3004	138	75	mm	mm	NOUN
fis-3004	138	76	)	)	PUNCT
fis-3004	138	77	  	  	SPACE
fis-3004	138	78	b00	b00	PROPN
fis-3004	138	79	b02	b02	PROPN
fis-3004	138	80	b06	b06	PROPN
fis-3004	138	81	0	0	NUM
fis-3004	138	82	10	10	NUM
fis-3004	138	83	20	20	NUM
fis-3004	138	84	30	30	NUM
fis-3004	138	85	40	40	NUM
fis-3004	138	86	50	50	NUM
fis-3004	138	87	60	60	NUM
fis-3004	138	88	70	70	NUM
fis-3004	138	89	80	80	NUM
fis-3004	138	90	90	90	NUM
fis-3004	138	91	0	0	NUM
fis-3004	138	92	10	10	NUM
fis-3004	138	93	20	20	NUM
fis-3004	138	94	30	30	NUM
fis-3004	138	95	40	40	NUM
fis-3004	138	96	50	50	NUM
fis-3004	138	97	60	60	NUM
fis-3004	138	98	70	70	NUM
fis-3004	138	99	lo	lo	NOUN
fis-3004	138	100	ad	ad	NOUN
fis-3004	138	101	 	 	SPACE
fis-3004	138	102	(	(	PUNCT
fis-3004	138	103	kn	kn	PROPN
fis-3004	138	104	)	)	PUNCT
fis-3004	138	105	mid‐span	mid‐span	NOUN
fis-3004	138	106	 	 	SPACE
fis-3004	138	107	deflection	deflection	NOUN
fis-3004	138	108	 	 	SPACE
fis-3004	138	109	(	(	PUNCT
fis-3004	138	110	mm	mm	NOUN
fis-3004	138	111	)	)	PUNCT
fis-3004	138	112	  	  	SPACE
fis-3004	138	113	b00	b00	NOUN
fis-3004	138	114	b03	b03	NOUN
fis-3004	138	115	b07	b07	NOUN
fis-3004	138	116	(	(	PUNCT
fis-3004	138	117	a	a	NOUN
fis-3004	138	118	)	)	PUNCT
fis-3004	138	119	(	(	PUNCT
fis-3004	138	120	b	b	X
fis-3004	138	121	)	)	PUNCT
fis-3004	138	122	k.	k.	PROPN
fis-3004	138	123	fawzy	fawzy	PROPN
fis-3004	138	124	et	et	PROPN
fis-3004	138	125	al	al	PROPN
fis-3004	138	126	,	,	PUNCT
fis-3004	138	127	frattura	frattura	PROPN
fis-3004	138	128	ed	ed	PROPN
fis-3004	138	129	integrità	integrità	PROPN
fis-3004	138	130	strutturale	strutturale	PROPN
fis-3004	138	131	,	,	PUNCT
fis-3004	138	132	56	56	NUM
fis-3004	138	133	(	(	PUNCT
fis-3004	138	134	2021	2021	NUM
fis-3004	138	135	)	)	PUNCT
fis-3004	138	136	123	123	NUM
fis-3004	138	137	-	-	SYM
fis-3004	138	138	136	136	NUM
fis-3004	138	139	;	;	PUNCT
fis-3004	138	140	doi	doi	NOUN
fis-3004	138	141	:	:	PUNCT
fis-3004	138	142	10.3221	10.3221	NUM
fis-3004	138	143	/	/	SYM
fis-3004	138	144	igf	igf	PROPN
fis-3004	138	145	-	-	ADJ
fis-3004	138	146	esis.56.10	esis.56.10	PROPN
fis-3004	138	147	130	130	NUM
fis-3004	138	148	load	load	NOUN
fis-3004	138	149	deflection	deflection	NOUN
fis-3004	138	150	curve	curve	NOUN
fis-3004	138	151	at	at	ADP
fis-3004	138	152	yielding	yield	VERB
fis-3004	138	153	of	of	ADP
fis-3004	138	154	tension	tension	NOUN
fis-3004	138	155	steel	steel	NOUN
fis-3004	138	156	.	.	PUNCT
fis-3004	139	1	oudah	oudah	PROPN
fis-3004	139	2	and	and	CCONJ
fis-3004	139	3	hash	hash	VERB
fis-3004	140	1	[	[	X
fis-3004	140	2	17	17	NUM
fis-3004	140	3	]	]	PUNCT
fis-3004	140	4	recently	recently	ADV
fis-3004	140	5	published	publish	VERB
fis-3004	140	6	a	a	DET
fis-3004	140	7	new	new	ADJ
fis-3004	140	8	definition	definition	NOUN
fis-3004	140	9	of	of	ADP
fis-3004	140	10	ductility	ductility	NOUN
fis-3004	140	11	,	,	PUNCT
fis-3004	140	12	a	a	DET
fis-3004	140	13	model	model	NOUN
fis-3004	140	14	based	base	VERB
fis-3004	140	15	on	on	ADP
fis-3004	140	16	beam	beam	NOUN
fis-3004	140	17	deflection	deflection	NOUN
fis-3004	140	18	and	and	CCONJ
fis-3004	140	19	energy	energy	NOUN
fis-3004	140	20	.	.	PUNCT
fis-3004	141	1	the	the	DET
fis-3004	141	2	ductility	ductility	NOUN
fis-3004	141	3	indexes	index	NOUN
fis-3004	141	4	can	can	AUX
fis-3004	141	5	be	be	AUX
fis-3004	141	6	described	describe	VERB
fis-3004	141	7	as	as	ADP
fis-3004	141	8	:	:	PUNCT
fis-3004	141	9	deflection	deflection	NOUN
fis-3004	141	10	ductility	ductility	NOUN
fis-3004	141	11	:	:	PUNCT
fis-3004	141	12	μ∆=∆u/∆y	μ∆=∆u/∆y	NUM
fis-3004	141	13	(	(	PUNCT
fis-3004	141	14	1	1	NUM
fis-3004	141	15	)	)	PUNCT
fis-3004	141	16	energy	energy	NOUN
fis-3004	141	17	ductility	ductility	NOUN
fis-3004	141	18	:	:	PUNCT
fis-3004	141	19	μe	μe	PROPN
fis-3004	141	20	=	=	SYM
fis-3004	141	21	eu	eu	PROPN
fis-3004	141	22	/	/	SYM
fis-3004	141	23	ey	ey	PROPN
fis-3004	141	24	(	(	PUNCT
fis-3004	141	25	2	2	NUM
fis-3004	141	26	)	)	PUNCT
fis-3004	141	27	tab	tab	NOUN
fis-3004	141	28	.	.	PUNCT
fis-3004	141	29	6	6	NUM
fis-3004	141	30	displays	display	VERB
fis-3004	141	31	the	the	DET
fis-3004	141	32	energy	energy	NOUN
fis-3004	141	33	and	and	CCONJ
fis-3004	141	34	deflection	deflection	NOUN
fis-3004	141	35	ductility	ductility	NOUN
fis-3004	141	36	of	of	ADP
fis-3004	141	37	the	the	DET
fis-3004	141	38	prepared	prepared	ADJ
fis-3004	141	39	rc	rc	PROPN
fis-3004	141	40	beams	beam	NOUN
fis-3004	141	41	reinforced	reinforce	VERB
fis-3004	141	42	by	by	ADP
fis-3004	141	43	using	use	VERB
fis-3004	141	44	different	different	ADJ
fis-3004	141	45	combinations	combination	NOUN
fis-3004	141	46	of	of	ADP
fis-3004	141	47	cfrp	cfrp	NOUN
fis-3004	141	48	.	.	PUNCT
fis-3004	142	1	it	it	PRON
fis-3004	142	2	was	be	AUX
fis-3004	142	3	also	also	ADV
fis-3004	142	4	found	find	VERB
fis-3004	142	5	that	that	SCONJ
fis-3004	142	6	the	the	DET
fis-3004	142	7	beam	beam	NOUN
fis-3004	142	8	without	without	ADP
fis-3004	142	9	strengthening	strengthen	VERB
fis-3004	142	10	displayed	display	VERB
fis-3004	142	11	greater	great	ADJ
fis-3004	142	12	displacement	displacement	NOUN
fis-3004	142	13	or	or	CCONJ
fis-3004	142	14	ductility	ductility	NOUN
fis-3004	142	15	relative	relative	ADJ
fis-3004	142	16	to	to	ADP
fis-3004	142	17	concrete	concrete	ADJ
fis-3004	142	18	beams	beam	NOUN
fis-3004	142	19	of	of	ADP
fis-3004	142	20	different	different	ADJ
fis-3004	142	21	cfrp	cfrp	NOUN
fis-3004	142	22	configurations	configuration	NOUN
fis-3004	142	23	.	.	PUNCT
fis-3004	143	1	figure	figure	VERB
fis-3004	143	2	7	7	NUM
fis-3004	143	3	:	:	PUNCT
fis-3004	143	4	load	load	NOUN
fis-3004	143	5	-	-	PUNCT
fis-3004	143	6	deflection	deflection	NOUN
fis-3004	143	7	curve	curve	NOUN
fis-3004	143	8	for	for	ADP
fis-3004	143	9	one	one	NUM
fis-3004	143	10	layer	layer	NOUN
fis-3004	143	11	with	with	ADP
fis-3004	143	12	different	different	ADJ
fis-3004	143	13	reinforcement	reinforcement	NOUN
fis-3004	143	14	.	.	PUNCT
fis-3004	144	1	beam	beam	PROPN
fis-3004	144	2	no	no	INTJ
fis-3004	144	3	.	.	PUNCT
fis-3004	145	1	at	at	ADP
fis-3004	145	2	first	first	ADJ
fis-3004	145	3	crack	crack	NOUN
fis-3004	145	4	at	at	ADP
fis-3004	145	5	steel	steel	NOUN
fis-3004	145	6	yield	yield	NOUN
fis-3004	145	7	at	at	ADP
fis-3004	145	8	failure	failure	NOUN
fis-3004	145	9	load	load	NOUN
fis-3004	145	10	(	(	PUNCT
fis-3004	145	11	kn	kn	NOUN
fis-3004	145	12	)	)	PUNCT
fis-3004	145	13	deflection	deflection	NOUN
fis-3004	145	14	(	(	PUNCT
fis-3004	145	15	mm	mm	NOUN
fis-3004	145	16	)	)	PUNCT
fis-3004	145	17	load	load	NOUN
fis-3004	145	18	(	(	PUNCT
fis-3004	145	19	kn	kn	NOUN
fis-3004	145	20	)	)	PUNCT
fis-3004	145	21	deflection	deflection	NOUN
fis-3004	145	22	δy	δy	NOUN
fis-3004	145	23	(	(	PUNCT
fis-3004	145	24	mm	mm	INTJ
fis-3004	145	25	)	)	PUNCT
fis-3004	145	26	max	max	PROPN
fis-3004	145	27	load	load	NOUN
fis-3004	145	28	(	(	PUNCT
fis-3004	145	29	kn	kn	NOUN
fis-3004	145	30	)	)	PUNCT
fis-3004	145	31	deflection	deflection	NOUN
fis-3004	145	32	δu	δu	X
fis-3004	145	33	(	(	PUNCT
fis-3004	145	34	mm	mm	PROPN
fis-3004	145	35	)	)	PUNCT
fis-3004	145	36	b	b	PROPN
fis-3004	145	37	00	00	NUM
fis-3004	145	38	11.80	11.80	NUM
fis-3004	145	39	1.98	1.98	NUM
fis-3004	145	40	39.9	39.9	NUM
fis-3004	145	41	8.35	8.35	NUM
fis-3004	145	42	51.20	51.20	NUM
fis-3004	145	43	32.01	32.01	NUM
fis-3004	145	44	b	b	NOUN
fis-3004	145	45	01	01	NUM
fis-3004	145	46	16.73	16.73	NUM
fis-3004	145	47	2.1	2.1	NUM
fis-3004	145	48	59.7	59.7	NUM
fis-3004	145	49	14.10	14.10	NUM
fis-3004	145	50	69.44	69.44	NUM
fis-3004	145	51	27.72	27.72	NUM
fis-3004	145	52	b	b	PROPN
fis-3004	145	53	02	02	NUM
fis-3004	145	54	26.32	26.32	NUM
fis-3004	145	55	6.45	6.45	NUM
fis-3004	145	56	62.72	62.72	NUM
fis-3004	145	57	14.32	14.32	NUM
fis-3004	145	58	75.1	75.1	NUM
fis-3004	145	59	26.13	26.13	NUM
fis-3004	145	60	b	b	SYM
fis-3004	145	61	03	03	NUM
fis-3004	145	62	25.59	25.59	NUM
fis-3004	145	63	3.45	3.45	NUM
fis-3004	145	64	63.88	63.88	NUM
fis-3004	145	65	14.88	14.88	NUM
fis-3004	145	66	79.39	79.39	NUM
fis-3004	145	67	23.33	23.33	NUM
fis-3004	145	68	b	b	NOUN
fis-3004	145	69	04	04	NUM
fis-3004	145	70	21.88	21.88	NUM
fis-3004	145	71	1.51	1.51	NUM
fis-3004	145	72	60.25	60.25	NUM
fis-3004	145	73	14.51	14.51	NUM
fis-3004	145	74	75.66	75.66	NUM
fis-3004	145	75	31.74	31.74	NUM
fis-3004	145	76	b	b	NOUN
fis-3004	145	77	05	05	NUM
fis-3004	145	78	13.68	13.68	NUM
fis-3004	145	79	1.54	1.54	NUM
fis-3004	145	80	60.15	60.15	NUM
fis-3004	145	81	16.83	16.83	NUM
fis-3004	145	82	73.76	73.76	NUM
fis-3004	145	83	32.96	32.96	NUM
fis-3004	145	84	b	b	SYM
fis-3004	145	85	06	06	NUM
fis-3004	145	86	17.47	17.47	NUM
fis-3004	145	87	2.56	2.56	NUM
fis-3004	145	88	80.50	80.50	NUM
fis-3004	145	89	25.61	25.61	NUM
fis-3004	145	90	87.85	87.85	NUM
fis-3004	145	91	36.96	36.96	NUM
fis-3004	145	92	b	b	SYM
fis-3004	145	93	07	07	NUM
fis-3004	145	94	23.99	23.99	NUM
fis-3004	145	95	2.17	2.17	NUM
fis-3004	145	96	71.55	71.55	NUM
fis-3004	145	97	20.44	20.44	NUM
fis-3004	145	98	88.78	88.78	NUM
fis-3004	145	99	30.97	30.97	NUM
fis-3004	145	100	b	b	SYM
fis-3004	145	101	08	08	NUM
fis-3004	145	102	15.58	15.58	NUM
fis-3004	145	103	1.09	1.09	NUM
fis-3004	145	104	88.8	88.8	NUM
fis-3004	145	105	23.77	23.77	NUM
fis-3004	145	106	99.06	99.06	NUM
fis-3004	145	107	33.76	33.76	NUM
fis-3004	145	108	b	b	PROPN
fis-3004	145	109	09	09	NUM
fis-3004	145	110	12.17	12.17	NUM
fis-3004	145	111	1.46	1.46	NUM
fis-3004	145	112	53.07	53.07	NUM
fis-3004	145	113	14.27	14.27	NUM
fis-3004	145	114	80.38	80.38	NUM
fis-3004	145	115	36.56	36.56	NUM
fis-3004	145	116	table	table	NOUN
fis-3004	145	117	5	5	NUM
fis-3004	145	118	:	:	PUNCT
fis-3004	145	119	 	 	SPACE
fis-3004	145	120	tested	test	VERB
fis-3004	145	121	specimen	speciman	NOUN
fis-3004	145	122	data	datum	NOUN
fis-3004	145	123	.	.	PUNCT
fis-3004	146	1	k.	k.	PROPN
fis-3004	146	2	fawzy	fawzy	PROPN
fis-3004	146	3	et	et	PROPN
fis-3004	146	4	al	al	PROPN
fis-3004	146	5	,	,	PUNCT
fis-3004	146	6	frattura	frattura	PROPN
fis-3004	146	7	ed	ed	PROPN
fis-3004	146	8	integrità	integrità	PROPN
fis-3004	146	9	strutturale	strutturale	PROPN
fis-3004	146	10	,	,	PUNCT
fis-3004	146	11	56	56	NUM
fis-3004	146	12	(	(	PUNCT
fis-3004	146	13	2021	2021	NUM
fis-3004	146	14	)	)	PUNCT
fis-3004	146	15	123	123	NUM
fis-3004	146	16	-	-	SYM
fis-3004	146	17	136	136	NUM
fis-3004	146	18	;	;	PUNCT
fis-3004	146	19	doi	doi	NOUN
fis-3004	146	20	:	:	PUNCT
fis-3004	146	21	10.3221	10.3221	NUM
fis-3004	146	22	/	/	SYM
fis-3004	146	23	igf	igf	PROPN
fis-3004	146	24	-	-	ADJ
fis-3004	146	25	esis.56.10	esis.56.10	PROPN
fis-3004	146	26	131	131	NUM
fis-3004	146	27	figure	figure	NOUN
fis-3004	146	28	8	8	NUM
fis-3004	146	29	:	:	PUNCT
fis-3004	146	30	failure	failure	NOUN
fis-3004	146	31	mode	mode	NOUN
fis-3004	146	32	of	of	ADP
fis-3004	146	33	the	the	DET
fis-3004	146	34	tested	test	VERB
fis-3004	146	35	beams	beam	NOUN
fis-3004	146	36	.	.	PUNCT
fis-3004	147	1	beam	beam	PROPN
fis-3004	147	2	no	no	INTJ
fis-3004	147	3	.	.	PUNCT
fis-3004	147	4	ductility	ductility	NOUN
fis-3004	147	5	ductility	ductility	NOUN
fis-3004	147	6	ratios	ratio	NOUN
fis-3004	147	7	in	in	ADP
fis-3004	147	8	terms	term	NOUN
fis-3004	147	9	of	of	ADP
fis-3004	147	10	deflection	deflection	NOUN
fis-3004	147	11	µ	µ	PROPN
fis-3004	147	12	in	in	ADP
fis-3004	147	13	terms	term	NOUN
fis-3004	147	14	of	of	ADP
fis-3004	147	15	energy	energy	NOUN
fis-3004	147	16	µ	µ	PROPN
fis-3004	147	17	in	in	ADP
fis-3004	147	18	terms	term	NOUN
fis-3004	147	19	of	of	ADP
fis-3004	147	20	deflection	deflection	NOUN
fis-3004	147	21	µ	µ	NOUN
fis-3004	147	22	in	in	ADP
fis-3004	147	23	terms	term	NOUN
fis-3004	147	24	of	of	ADP
fis-3004	147	25	energy	energy	NOUN
fis-3004	147	26	µ	µ	PROPN
fis-3004	147	27	b	b	PROPN
fis-3004	147	28	00	00	NUM
fis-3004	147	29	3.83	3.83	NUM
fis-3004	147	30	5.96	5.96	NUM
fis-3004	147	31	1	1	NUM
fis-3004	147	32	1	1	NUM
fis-3004	147	33	b	b	NUM
fis-3004	147	34	01	01	NUM
fis-3004	147	35	1.97	1.97	NUM
fis-3004	147	36	2.64	2.64	NUM
fis-3004	147	37	0.51	0.51	NUM
fis-3004	147	38	0.44	0.44	NUM
fis-3004	147	39	b	b	NUM
fis-3004	147	40	02	02	NUM
fis-3004	147	41	1.54	1.54	NUM
fis-3004	147	42	1.92	1.92	NUM
fis-3004	147	43	0.40	0.40	NUM
fis-3004	147	44	0.32	0.32	NUM
fis-3004	147	45	b	b	NOUN
fis-3004	147	46	03	03	NUM
fis-3004	147	47	1.57	1.57	NUM
fis-3004	147	48	2.08	2.08	NUM
fis-3004	147	49	0.41	0.41	NUM
fis-3004	147	50	0.35	0.35	NUM
fis-3004	147	51	b	b	NOUN
fis-3004	147	52	04	04	NUM
fis-3004	147	53	1.68	1.68	NUM
fis-3004	147	54	2.09	2.09	NUM
fis-3004	147	55	0.44	0.44	NUM
fis-3004	147	56	0.35	0.35	NUM
fis-3004	147	57	b	b	NOUN
fis-3004	147	58	05	05	NUM
fis-3004	147	59	1.96	1.96	NUM
fis-3004	147	60	2.66	2.66	NUM
fis-3004	147	61	0.514	0.514	NUM
fis-3004	147	62	0.45	0.45	NUM
fis-3004	147	63	b	b	SYM
fis-3004	147	64	06	06	NUM
fis-3004	147	65	1.49	1.49	NUM
fis-3004	147	66	1.64	1.64	NUM
fis-3004	147	67	0.39	0.39	NUM
fis-3004	147	68	0.28	0.28	NUM
fis-3004	147	69	b	b	NOUN
fis-3004	147	70	07	07	NUM
fis-3004	147	71	1.51	1.51	NUM
fis-3004	147	72	2.06	2.06	NUM
fis-3004	147	73	0.39	0.39	NUM
fis-3004	147	74	0.34	0.34	NUM
fis-3004	147	75	b	b	NOUN
fis-3004	147	76	08	08	NUM
fis-3004	147	77	1.42	1.42	NUM
fis-3004	147	78	1.49	1.49	NUM
fis-3004	147	79	0.37	0.37	NUM
fis-3004	147	80	0.25	0.25	NUM
fis-3004	147	81	b	b	NOUN
fis-3004	147	82	09	09	NUM
fis-3004	147	83	2.56	2.56	NUM
fis-3004	147	84	3.70	3.70	NUM
fis-3004	147	85	0.67	0.67	NUM
fis-3004	147	86	0.62	0.62	NUM
fis-3004	147	87	table	table	NOUN
fis-3004	147	88	6	6	NUM
fis-3004	147	89	:	:	PUNCT
fis-3004	147	90	 	 	SPACE
fis-3004	147	91	ductility	ductility	NOUN
fis-3004	147	92	index	index	NOUN
fis-3004	147	93	.	.	PUNCT
fis-3004	148	1	k.	k.	PROPN
fis-3004	148	2	fawzy	fawzy	PROPN
fis-3004	148	3	et	et	PROPN
fis-3004	148	4	al	al	PROPN
fis-3004	148	5	,	,	PUNCT
fis-3004	148	6	frattura	frattura	PROPN
fis-3004	148	7	ed	ed	PROPN
fis-3004	148	8	integrità	integrità	PROPN
fis-3004	148	9	strutturale	strutturale	PROPN
fis-3004	148	10	,	,	PUNCT
fis-3004	148	11	56	56	NUM
fis-3004	148	12	(	(	PUNCT
fis-3004	148	13	2021	2021	NUM
fis-3004	148	14	)	)	PUNCT
fis-3004	148	15	123	123	NUM
fis-3004	148	16	-	-	SYM
fis-3004	148	17	136	136	NUM
fis-3004	148	18	;	;	PUNCT
fis-3004	148	19	doi	doi	NOUN
fis-3004	148	20	:	:	PUNCT
fis-3004	148	21	10.3221	10.3221	NUM
fis-3004	148	22	/	/	SYM
fis-3004	148	23	igf	igf	PROPN
fis-3004	148	24	-	-	ADJ
fis-3004	148	25	esis.56.10	esis.56.10	ADJ
fis-3004	148	26	132	132	NUM
fis-3004	148	27	verification	verification	NOUN
fis-3004	148	28	study	study	NOUN
fis-3004	148	29	he	he	PRON
fis-3004	148	30	finite	finite	VERB
fis-3004	148	31	element	element	NOUN
fis-3004	148	32	(	(	PUNCT
fis-3004	148	33	fe	fe	NOUN
fis-3004	148	34	)	)	PUNCT
fis-3004	148	35	models	model	NOUN
fis-3004	148	36	were	be	AUX
fis-3004	148	37	calibrated	calibrate	VERB
fis-3004	148	38	with	with	ADP
fis-3004	148	39	the	the	DET
fis-3004	148	40	experimental	experimental	ADJ
fis-3004	148	41	results	result	NOUN
fis-3004	148	42	.	.	PUNCT
fis-3004	149	1	the	the	DET
fis-3004	149	2	purpose	purpose	NOUN
fis-3004	149	3	of	of	ADP
fis-3004	149	4	this	this	DET
fis-3004	149	5	comparison	comparison	NOUN
fis-3004	149	6	is	be	AUX
fis-3004	149	7	to	to	PART
fis-3004	149	8	verify	verify	VERB
fis-3004	149	9	the	the	DET
fis-3004	149	10	validity	validity	NOUN
fis-3004	149	11	of	of	ADP
fis-3004	149	12	the	the	DET
fis-3004	149	13	analysis	analysis	NOUN
fis-3004	149	14	and	and	CCONJ
fis-3004	149	15	model	model	NOUN
fis-3004	149	16	.	.	PUNCT
fis-3004	150	1	as	as	ADP
fis-3004	150	2	in	in	ADP
fis-3004	150	3	the	the	DET
fis-3004	150	4	(	(	PUNCT
fis-3004	150	5	fig	fig	NOUN
fis-3004	150	6	.	.	PUNCT
fis-3004	150	7	10	10	NUM
fis-3004	150	8	)	)	PUNCT
fis-3004	150	9	,	,	PUNCT
fis-3004	150	10	there	there	PRON
fis-3004	150	11	is	be	VERB
fis-3004	150	12	a	a	DET
fis-3004	150	13	really	really	ADV
fis-3004	150	14	very	very	ADV
fis-3004	150	15	good	good	ADJ
fis-3004	150	16	correlation	correlation	NOUN
fis-3004	150	17	between	between	ADP
fis-3004	150	18	the	the	DET
fis-3004	150	19	experimental	experimental	ADJ
fis-3004	150	20	and	and	CCONJ
fis-3004	150	21	numerical	numerical	ADJ
fis-3004	150	22	load	load	NOUN
fis-3004	150	23	-	-	PUNCT
fis-3004	150	24	deflection	deflection	NOUN
fis-3004	150	25	curves	curve	NOUN
fis-3004	150	26	for	for	ADP
fis-3004	150	27	all	all	DET
fis-3004	150	28	loading	loading	NOUN
fis-3004	150	29	stages	stage	NOUN
fis-3004	150	30	.	.	PUNCT
fis-3004	151	1	the	the	DET
fis-3004	151	2	fe	fe	PROPN
fis-3004	151	3	models	model	NOUN
fis-3004	151	4	were	be	AUX
fis-3004	151	5	able	able	ADJ
fis-3004	151	6	to	to	PART
fis-3004	151	7	predict	predict	VERB
fis-3004	151	8	the	the	DET
fis-3004	151	9	load	load	NOUN
fis-3004	151	10	-	-	PUNCT
fis-3004	151	11	carrying	carry	VERB
fis-3004	151	12	capacity	capacity	NOUN
fis-3004	151	13	of	of	ADP
fis-3004	151	14	rc	rc	PROPN
fis-3004	151	15	beams	beam	NOUN
fis-3004	151	16	.	.	PUNCT
fis-3004	152	1	the	the	DET
fis-3004	152	2	validity	validity	NOUN
fis-3004	152	3	and	and	CCONJ
fis-3004	152	4	reliability	reliability	NOUN
fis-3004	152	5	of	of	ADP
fis-3004	152	6	the	the	DET
fis-3004	152	7	fe	fe	NOUN
fis-3004	152	8	models	model	NOUN
fis-3004	152	9	established	establish	VERB
fis-3004	152	10	to	to	PART
fis-3004	152	11	simulate	simulate	VERB
fis-3004	152	12	the	the	DET
fis-3004	152	13	experimental	experimental	ADJ
fis-3004	152	14	performance	performance	NOUN
fis-3004	152	15	.	.	PUNCT
fis-3004	153	1	the	the	DET
fis-3004	153	2	concrete	concrete	NOUN
fis-3004	153	3	is	be	AUX
fis-3004	153	4	modelled	model	VERB
fis-3004	153	5	using	use	VERB
fis-3004	153	6	the	the	DET
fis-3004	153	7	form	form	NOUN
fis-3004	153	8	of	of	ADP
fis-3004	153	9	element	element	NOUN
fis-3004	153	10	solid65	solid65	NOUN
fis-3004	154	1	[	[	X
fis-3004	154	2	18	18	NUM
fis-3004	154	3	]	]	PUNCT
fis-3004	154	4	.	.	PUNCT
fis-3004	155	1	this	this	DET
fis-3004	155	2	element	element	NOUN
fis-3004	155	3	has	have	VERB
fis-3004	155	4	eight	eight	NUM
fis-3004	155	5	nodes	node	NOUN
fis-3004	155	6	with	with	ADP
fis-3004	155	7	three	three	NUM
fis-3004	155	8	degrees	degree	NOUN
fis-3004	155	9	of	of	ADP
fis-3004	155	10	freedom	freedom	NOUN
fis-3004	155	11	at	at	ADP
fis-3004	155	12	each	each	DET
fis-3004	155	13	node	node	NOUN
fis-3004	155	14	;	;	PUNCT
fis-3004	155	15	translations	translation	NOUN
fis-3004	155	16	in	in	ADP
fis-3004	155	17	the	the	DET
fis-3004	155	18	global	global	ADJ
fis-3004	155	19	reference	reference	NOUN
fis-3004	155	20	directions	direction	NOUN
fis-3004	155	21	x	x	X
fis-3004	155	22	,	,	PUNCT
fis-3004	155	23	y	y	PROPN
fis-3004	155	24	,	,	PUNCT
fis-3004	155	25	and	and	CCONJ
fis-3004	155	26	z.	z.	PROPN
fis-3004	155	27	this	this	DET
fis-3004	155	28	element	element	NOUN
fis-3004	155	29	is	be	AUX
fis-3004	155	30	capable	capable	ADJ
fis-3004	155	31	of	of	ADP
fis-3004	155	32	plastic	plastic	ADJ
fis-3004	155	33	deformation	deformation	NOUN
fis-3004	155	34	,	,	PUNCT
fis-3004	155	35	cracking	cracking	NOUN
fis-3004	155	36	and	and	CCONJ
fis-3004	155	37	crushing	crush	VERB
fis-3004	155	38	in	in	ADP
fis-3004	155	39	three	three	NUM
fis-3004	155	40	orthogonal	orthogonal	ADJ
fis-3004	155	41	directions	direction	NOUN
fis-3004	155	42	.	.	PUNCT
fis-3004	156	1	the	the	DET
fis-3004	156	2	nonlinear	nonlinear	ADJ
fis-3004	156	3	behavior	behavior	NOUN
fis-3004	156	4	of	of	ADP
fis-3004	156	5	geometry	geometry	NOUN
fis-3004	156	6	and	and	CCONJ
fis-3004	156	7	properties	property	NOUN
fis-3004	156	8	of	of	ADP
fis-3004	156	9	materials	material	NOUN
fis-3004	156	10	for	for	ADP
fis-3004	156	11	concrete	concrete	ADJ
fis-3004	156	12	structures	structure	NOUN
fis-3004	156	13	was	be	AUX
fis-3004	156	14	considered	consider	VERB
fis-3004	156	15	in	in	ADP
fis-3004	156	16	this	this	DET
fis-3004	156	17	research	research	NOUN
fis-3004	156	18	according	accord	VERB
fis-3004	156	19	to	to	ADP
fis-3004	156	20	several	several	ADJ
fis-3004	156	21	sources	source	NOUN
fis-3004	156	22	[	[	X
fis-3004	156	23	2	2	NUM
fis-3004	156	24	,	,	PUNCT
fis-3004	156	25	19	19	NUM
fis-3004	156	26	-	-	SYM
fis-3004	156	27	22	22	NUM
fis-3004	156	28	]	]	PUNCT
fis-3004	156	29	,	,	PUNCT
fis-3004	156	30	the	the	DET
fis-3004	156	31	mechanical	mechanical	ADJ
fis-3004	156	32	properties	property	NOUN
fis-3004	156	33	of	of	ADP
fis-3004	156	34	concrete	concrete	NOUN
fis-3004	156	35	,	,	PUNCT
fis-3004	156	36	frp	frp	PROPN
fis-3004	156	37	plate	plate	NOUN
fis-3004	156	38	and	and	CCONJ
fis-3004	156	39	adhesive	adhesive	NOUN
fis-3004	156	40	are	be	AUX
fis-3004	156	41	selected	select	VERB
fis-3004	156	42	and	and	CCONJ
fis-3004	156	43	are	be	AUX
fis-3004	156	44	given	give	VERB
fis-3004	156	45	in	in	ADP
fis-3004	156	46	tab	tab	NOUN
fis-3004	156	47	.	.	PUNCT
fis-3004	157	1	7	7	X
fis-3004	157	2	.	.	X
fis-3004	157	3	material	material	ADJ
fis-3004	157	4	elastic	elastic	ADJ
fis-3004	157	5	modulus	modulus	NOUN
fis-3004	157	6	(	(	PUNCT
fis-3004	157	7	gpa	gpa	PROPN
fis-3004	157	8	)	)	PUNCT
fis-3004	157	9	poisson	poisson	PROPN
fis-3004	157	10	’s	’s	PART
fis-3004	157	11	ratio	ratio	NOUN
fis-3004	157	12	compressive	compressive	PROPN
fis-3004	157	13	strength	strength	NOUN
fis-3004	157	14	(	(	PUNCT
fis-3004	157	15	mpa	mpa	PROPN
fis-3004	157	16	)	)	PUNCT
fis-3004	157	17	yield	yield	NOUN
fis-3004	157	18	strength	strength	NOUN
fis-3004	157	19	(	(	PUNCT
fis-3004	157	20	mpa	mpa	NOUN
fis-3004	157	21	)	)	PUNCT
fis-3004	157	22	tensile	tensile	NOUN
fis-3004	157	23	strength	strength	NOUN
fis-3004	157	24	(	(	PUNCT
fis-3004	157	25	mpa	mpa	NOUN
fis-3004	157	26	)	)	PUNCT
fis-3004	157	27	concrete	concrete	VERB
fis-3004	157	28	32	32	NUM
fis-3004	157	29	0.20	0.20	NUM
fis-3004	157	30	32	32	NUM
fis-3004	157	31	3.02	3.02	NUM
fis-3004	157	32	steel	steel	NOUN
fis-3004	157	33	bars	bar	NOUN
fis-3004	157	34	30.6	30.6	NUM
fis-3004	157	35	0.30	0.30	NUM
fis-3004	157	36	500	500	NUM
fis-3004	157	37	cfrp	cfrp	NOUN
fis-3004	157	38	230	230	NUM
fis-3004	157	39	0.30	0.30	NUM
fis-3004	157	40	epoxy	epoxy	NOUN
fis-3004	157	41	4.50	4.50	NUM
fis-3004	157	42	0.30	0.30	NUM
fis-3004	157	43	table	table	NOUN
fis-3004	157	44	7	7	NUM
fis-3004	157	45	:	:	PUNCT
fis-3004	157	46	 	 	SPACE
fis-3004	157	47	mechanical	mechanical	ADJ
fis-3004	157	48	properties	property	NOUN
fis-3004	157	49	of	of	ADP
fis-3004	157	50	concrete	concrete	NOUN
fis-3004	157	51	,	,	PUNCT
fis-3004	157	52	steel	steel	NOUN
fis-3004	157	53	and	and	CCONJ
fis-3004	157	54	cfrp	cfrp	PROPN
fis-3004	157	55	reinforcement	reinforcement	NOUN
fis-3004	157	56	.	.	PUNCT
fis-3004	158	1	figure	figure	VERB
fis-3004	158	2	9	9	NUM
fis-3004	158	3	:	:	PUNCT
fis-3004	158	4	(	(	PUNCT
fis-3004	158	5	a	a	X
fis-3004	158	6	)	)	PUNCT
fis-3004	158	7	sample	sample	NOUN
fis-3004	158	8	representation	representation	NOUN
fis-3004	158	9	of	of	ADP
fis-3004	158	10	developed	develop	VERB
fis-3004	158	11	fe	fe	NOUN
fis-3004	158	12	models	model	NOUN
fis-3004	158	13	.	.	PUNCT
fis-3004	159	1	,	,	PUNCT
fis-3004	159	2	(	(	PUNCT
fis-3004	159	3	b	b	X
fis-3004	159	4	)	)	PUNCT
fis-3004	159	5	different	different	ADJ
fis-3004	159	6	element	element	NOUN
fis-3004	159	7	of	of	ADP
fis-3004	159	8	the	the	DET
fis-3004	159	9	beam	beam	NOUN
fis-3004	159	10	modeled	model	VERB
fis-3004	159	11	.	.	PUNCT
fis-3004	160	1	tab	tab	PROPN
fis-3004	160	2	.	.	PUNCT
fis-3004	161	1	8	8	NUM
fis-3004	161	2	summarizes	summarize	NOUN
fis-3004	161	3	the	the	DET
fis-3004	161	4	comparison	comparison	NOUN
fis-3004	161	5	of	of	ADP
fis-3004	161	6	experimental	experimental	ADJ
fis-3004	161	7	and	and	CCONJ
fis-3004	161	8	numerical	numerical	ADJ
fis-3004	161	9	results	result	NOUN
fis-3004	161	10	achieved	achieve	VERB
fis-3004	161	11	for	for	ADP
fis-3004	161	12	all	all	DET
fis-3004	161	13	specimens	specimen	NOUN
fis-3004	161	14	studied	study	VERB
fis-3004	161	15	and	and	CCONJ
fis-3004	161	16	demonstrates	demonstrate	VERB
fis-3004	161	17	that	that	SCONJ
fis-3004	161	18	the	the	DET
fis-3004	161	19	analytical	analytical	ADJ
fis-3004	161	20	approach	approach	NOUN
fis-3004	161	21	discussed	discuss	VERB
fis-3004	161	22	here	here	ADV
fis-3004	161	23	can	can	AUX
fis-3004	161	24	be	be	AUX
fis-3004	161	25	used	use	VERB
fis-3004	161	26	to	to	PART
fis-3004	161	27	model	model	NOUN
fis-3004	161	28	strengthened	strengthen	VERB
fis-3004	161	29	beam	beam	NOUN
fis-3004	161	30	behavior	behavior	NOUN
fis-3004	161	31	in	in	ADP
fis-3004	161	32	a	a	DET
fis-3004	161	33	satisfactory	satisfactory	ADJ
fis-3004	161	34	way	way	NOUN
fis-3004	161	35	when	when	SCONJ
fis-3004	161	36	there	there	PRON
fis-3004	161	37	is	be	VERB
fis-3004	161	38	no	no	DET
fis-3004	161	39	premature	premature	ADJ
fis-3004	161	40	delamination	delamination	NOUN
fis-3004	161	41	of	of	ADP
fis-3004	161	42	the	the	DET
fis-3004	161	43	strengthened	strengthen	VERB
fis-3004	161	44	composite	composite	ADJ
fis-3004	161	45	material	material	NOUN
fis-3004	161	46	.	.	PUNCT
fis-3004	162	1	the	the	DET
fis-3004	162	2	proposed	propose	VERB
fis-3004	162	3	ansys	ansys	NOUN
fis-3004	162	4	[	[	X
fis-3004	162	5	23	23	NUM
fis-3004	162	6	]	]	PUNCT
fis-3004	162	7	model	model	NOUN
fis-3004	162	8	results	result	NOUN
fis-3004	162	9	showed	show	VERB
fis-3004	162	10	acceptable	acceptable	ADJ
fis-3004	162	11	agreement	agreement	NOUN
fis-3004	162	12	with	with	ADP
fis-3004	162	13	the	the	DET
fis-3004	162	14	experimental	experimental	ADJ
fis-3004	162	15	results	result	NOUN
fis-3004	162	16	,	,	PUNCT
fis-3004	162	17	with	with	ADP
fis-3004	162	18	deviations	deviation	NOUN
fis-3004	162	19	of	of	ADP
fis-3004	162	20	less	less	ADJ
fis-3004	162	21	than	than	ADP
fis-3004	162	22	10	10	NUM
fis-3004	162	23	%	%	NOUN
fis-3004	162	24	.	.	PUNCT
fis-3004	163	1	t	t	PROPN
fis-3004	163	2	(	(	PUNCT
fis-3004	163	3	b	b	NOUN
fis-3004	163	4	)	)	PUNCT
fis-3004	163	5	(	(	PUNCT
fis-3004	163	6	a	a	X
fis-3004	163	7	)	)	PUNCT
fis-3004	163	8	k.	k.	PROPN
fis-3004	163	9	fawzy	fawzy	PROPN
fis-3004	163	10	et	et	PROPN
fis-3004	163	11	al	al	PROPN
fis-3004	163	12	,	,	PUNCT
fis-3004	163	13	frattura	frattura	PROPN
fis-3004	163	14	ed	ed	PROPN
fis-3004	163	15	integrità	integrità	PROPN
fis-3004	163	16	strutturale	strutturale	PROPN
fis-3004	163	17	,	,	PUNCT
fis-3004	163	18	56	56	NUM
fis-3004	163	19	(	(	PUNCT
fis-3004	163	20	2021	2021	NUM
fis-3004	163	21	)	)	PUNCT
fis-3004	163	22	123	123	NUM
fis-3004	163	23	-	-	SYM
fis-3004	163	24	136	136	NUM
fis-3004	163	25	;	;	PUNCT
fis-3004	163	26	doi	doi	NOUN
fis-3004	163	27	:	:	PUNCT
fis-3004	163	28	10.3221	10.3221	NUM
fis-3004	163	29	/	/	SYM
fis-3004	163	30	igf	igf	PROPN
fis-3004	163	31	-	-	NOUN
fis-3004	163	32	esis.56.10	esis.56.10	PROPN
fis-3004	163	33	133	133	NUM
fis-3004	163	34	0	0	NUM
fis-3004	163	35	10	10	NUM
fis-3004	163	36	20	20	NUM
fis-3004	163	37	30	30	NUM
fis-3004	163	38	40	40	NUM
fis-3004	163	39	50	50	NUM
fis-3004	163	40	60	60	NUM
fis-3004	163	41	70	70	NUM
fis-3004	163	42	80	80	NUM
fis-3004	163	43	0	0	NUM
fis-3004	163	44	20	20	NUM
fis-3004	163	45	40	40	NUM
fis-3004	163	46	60	60	NUM
fis-3004	163	47	lo	lo	NOUN
fis-3004	163	48	ad	ad	NOUN
fis-3004	163	49	 	 	SPACE
fis-3004	163	50	(	(	PUNCT
fis-3004	163	51	kn	kn	PROPN
fis-3004	163	52	)	)	PUNCT
fis-3004	163	53	mid‐span	mid‐span	NOUN
fis-3004	163	54	 	 	SPACE
fis-3004	163	55	deflection	deflection	NOUN
fis-3004	163	56	 	 	SPACE
fis-3004	163	57	(	(	PUNCT
fis-3004	163	58	mm	mm	NOUN
fis-3004	163	59	)	)	PUNCT
fis-3004	163	60	  	  	SPACE
fis-3004	163	61	b02	b02	NOUN
fis-3004	163	62	 	 	SPACE
fis-3004	163	63	exp	exp	PROPN
fis-3004	163	64	b02	b02	PROPN
fis-3004	163	65	 	 	SPACE
fis-3004	163	66	ansys	ansys	PROPN
fis-3004	163	67	boo	boo	PROPN
fis-3004	163	68	 	 	SPACE
fis-3004	163	69	exp	exp	NOUN
fis-3004	163	70	boo	boo	NOUN
fis-3004	163	71	 	 	SPACE
fis-3004	163	72	ansys	ansys	X
fis-3004	163	73	0	0	NUM
fis-3004	163	74	10	10	NUM
fis-3004	163	75	20	20	NUM
fis-3004	163	76	30	30	NUM
fis-3004	163	77	40	40	NUM
fis-3004	163	78	50	50	NUM
fis-3004	163	79	60	60	NUM
fis-3004	163	80	70	70	NUM
fis-3004	163	81	80	80	NUM
fis-3004	163	82	0	0	NUM
fis-3004	163	83	20	20	NUM
fis-3004	163	84	40	40	NUM
fis-3004	163	85	60	60	NUM
fis-3004	163	86	lo	lo	NOUN
fis-3004	163	87	ad	ad	NOUN
fis-3004	163	88	 	 	SPACE
fis-3004	163	89	(	(	PUNCT
fis-3004	163	90	kn	kn	PROPN
fis-3004	163	91	)	)	PUNCT
fis-3004	163	92	mid‐span	mid‐span	NOUN
fis-3004	163	93	 	 	SPACE
fis-3004	163	94	deflection	deflection	NOUN
fis-3004	163	95	 	 	SPACE
fis-3004	163	96	(	(	PUNCT
fis-3004	163	97	mm	mm	NOUN
fis-3004	163	98	)	)	PUNCT
fis-3004	163	99	  	  	SPACE
fis-3004	163	100	b01	b01	NOUN
fis-3004	163	101	 	 	SPACE
fis-3004	163	102	exp	exp	NOUN
fis-3004	163	103	b01	b01	NOUN
fis-3004	163	104	 	 	SPACE
fis-3004	163	105	ansys	ansys	PROPN
fis-3004	163	106	b03	b03	PROPN
fis-3004	163	107	 	 	SPACE
fis-3004	163	108	exp	exp	NOUN
fis-3004	163	109	b03	b03	PROPN
fis-3004	163	110	 	 	SPACE
fis-3004	163	111	ansys	ansys	PROPN
fis-3004	163	112	0	0	NUM
fis-3004	163	113	10	10	NUM
fis-3004	163	114	20	20	NUM
fis-3004	163	115	30	30	NUM
fis-3004	163	116	40	40	NUM
fis-3004	163	117	50	50	NUM
fis-3004	163	118	60	60	NUM
fis-3004	163	119	70	70	NUM
fis-3004	163	120	80	80	NUM
fis-3004	163	121	90	90	NUM
fis-3004	163	122	0	0	NUM
fis-3004	163	123	10	10	NUM
fis-3004	163	124	20	20	NUM
fis-3004	163	125	30	30	NUM
fis-3004	163	126	40	40	NUM
fis-3004	163	127	50	50	NUM
fis-3004	163	128	60	60	NUM
fis-3004	163	129	70	70	NUM
fis-3004	163	130	lo	lo	NOUN
fis-3004	163	131	ad	ad	NOUN
fis-3004	163	132	 	 	SPACE
fis-3004	163	133	(	(	PUNCT
fis-3004	163	134	kn	kn	PROPN
fis-3004	163	135	)	)	PUNCT
fis-3004	163	136	mid‐span	mid‐span	NOUN
fis-3004	163	137	 	 	SPACE
fis-3004	163	138	deflection	deflection	NOUN
fis-3004	163	139	 	 	SPACE
fis-3004	163	140	(	(	PUNCT
fis-3004	163	141	mm	mm	NOUN
fis-3004	163	142	)	)	PUNCT
fis-3004	163	143	  	  	SPACE
fis-3004	163	144	b07	b07	NOUN
fis-3004	163	145	 	 	SPACE
fis-3004	163	146	exp	exp	NOUN
fis-3004	163	147	b07	b07	NOUN
fis-3004	163	148	 	 	SPACE
fis-3004	163	149	ansys	ansys	PROPN
fis-3004	163	150	b06	b06	PROPN
fis-3004	163	151	 	 	SPACE
fis-3004	163	152	exp	exp	NOUN
fis-3004	163	153	b06	b06	NOUN
fis-3004	163	154	 	 	SPACE
fis-3004	163	155	ansys	ansys	PROPN
fis-3004	163	156	0	0	NUM
fis-3004	163	157	10	10	NUM
fis-3004	163	158	20	20	NUM
fis-3004	163	159	30	30	NUM
fis-3004	163	160	40	40	NUM
fis-3004	163	161	50	50	NUM
fis-3004	163	162	60	60	NUM
fis-3004	163	163	70	70	NUM
fis-3004	163	164	80	80	NUM
fis-3004	163	165	0	0	NUM
fis-3004	163	166	20	20	NUM
fis-3004	163	167	40	40	NUM
fis-3004	163	168	60	60	NUM
fis-3004	163	169	lo	lo	NOUN
fis-3004	163	170	ad	ad	NOUN
fis-3004	163	171	 	 	SPACE
fis-3004	163	172	(	(	PUNCT
fis-3004	163	173	kn	kn	PROPN
fis-3004	163	174	)	)	PUNCT
fis-3004	163	175	mid‐span	mid‐span	NOUN
fis-3004	163	176	 	 	SPACE
fis-3004	163	177	deflection	deflection	NOUN
fis-3004	163	178	 	 	SPACE
fis-3004	163	179	(	(	PUNCT
fis-3004	163	180	mm	mm	NOUN
fis-3004	163	181	)	)	PUNCT
fis-3004	163	182	  	  	SPACE
fis-3004	163	183	b04	b04	NOUN
fis-3004	163	184	 	 	SPACE
fis-3004	163	185	exp	exp	NOUN
fis-3004	163	186	b05	b05	NOUN
fis-3004	163	187	 	 	SPACE
fis-3004	163	188	exp	exp	NOUN
fis-3004	163	189	b04	b04	PROPN
fis-3004	163	190	 	 	SPACE
fis-3004	163	191	ansys	ansys	PROPN
fis-3004	163	192	b05	b05	PROPN
fis-3004	163	193	 	 	SPACE
fis-3004	163	194	ansys	ansys	PROPN
fis-3004	163	195	k.	k.	PROPN
fis-3004	163	196	fawzy	fawzy	PROPN
fis-3004	163	197	et	et	PROPN
fis-3004	163	198	al	al	PROPN
fis-3004	163	199	,	,	PUNCT
fis-3004	163	200	frattura	frattura	PROPN
fis-3004	163	201	ed	ed	PROPN
fis-3004	163	202	integrità	integrità	PROPN
fis-3004	163	203	strutturale	strutturale	PROPN
fis-3004	163	204	,	,	PUNCT
fis-3004	163	205	56	56	NUM
fis-3004	163	206	(	(	PUNCT
fis-3004	163	207	2021	2021	NUM
fis-3004	163	208	)	)	PUNCT
fis-3004	163	209	123	123	NUM
fis-3004	163	210	-	-	SYM
fis-3004	163	211	136	136	NUM
fis-3004	163	212	;	;	PUNCT
fis-3004	163	213	doi	doi	NOUN
fis-3004	163	214	:	:	PUNCT
fis-3004	163	215	10.3221	10.3221	NUM
fis-3004	163	216	/	/	SYM
fis-3004	163	217	igf	igf	PROPN
fis-3004	163	218	-	-	ADJ
fis-3004	163	219	esis.56.10	esis.56.10	ADJ
fis-3004	163	220	134	134	NUM
fis-3004	163	221	figure	figure	NOUN
fis-3004	163	222	10	10	NUM
fis-3004	163	223	:	:	PUNCT
fis-3004	163	224	comparison	comparison	NOUN
fis-3004	163	225	between	between	ADP
fis-3004	163	226	experimental	experimental	ADJ
fis-3004	163	227	and	and	CCONJ
fis-3004	163	228	numerical	numerical	ADJ
fis-3004	163	229	load	load	NOUN
fis-3004	163	230	deflection	deflection	NOUN
fis-3004	163	231	curve	curve	NOUN
fis-3004	163	232	for	for	ADP
fis-3004	163	233	b00	b00	NOUN
fis-3004	163	234	to	to	ADP
fis-3004	163	235	b09	b09	PROPN
fis-3004	163	236	.	.	PUNCT
fis-3004	164	1	beam	beam	PROPN
fis-3004	164	2	no	no	INTJ
fis-3004	164	3	.	.	PUNCT
fis-3004	165	1	theoretical	theoretical	ADJ
fis-3004	165	2	(	(	PUNCT
fis-3004	165	3	ansys	ansys	PROPN
fis-3004	165	4	)	)	PUNCT
fis-3004	165	5	experimental	experimental	ADJ
fis-3004	165	6	𝑃	𝑃	NOUN
fis-3004	165	7	𝑃	𝑃	NOUN
fis-3004	165	8	failure	failure	NOUN
fis-3004	165	9	mode	mode	NOUN
fis-3004	165	10	(	(	PUNCT
fis-3004	165	11	experimental	experimental	ADJ
fis-3004	165	12	)	)	PUNCT
fis-3004	165	13	load	load	NOUN
fis-3004	165	14	(	(	PUNCT
fis-3004	165	15	kn	kn	NOUN
fis-3004	165	16	)	)	PUNCT
fis-3004	165	17	deflection	deflection	NOUN
fis-3004	165	18	δu	δu	ADP
fis-3004	165	19	(	(	PUNCT
fis-3004	165	20	mm	mm	NOUN
fis-3004	165	21	)	)	PUNCT
fis-3004	165	22	load	load	NOUN
fis-3004	165	23	(	(	PUNCT
fis-3004	165	24	kn	kn	NOUN
fis-3004	165	25	)	)	PUNCT
fis-3004	165	26	deflection	deflection	NOUN
fis-3004	165	27	δu	δu	X
fis-3004	165	28	(	(	PUNCT
fis-3004	165	29	mm	mm	PROPN
fis-3004	165	30	)	)	PUNCT
fis-3004	165	31	b	b	PROPN
fis-3004	165	32	00	00	SYM
fis-3004	165	33	51.39	51.39	NUM
fis-3004	165	34	30	30	NUM
fis-3004	165	35	51.20	51.20	NUM
fis-3004	165	36	32.01	32.01	NUM
fis-3004	165	37	1	1	NUM
fis-3004	165	38	concrete	concrete	ADJ
fis-3004	165	39	crushing	crush	VERB
fis-3004	165	40	b	b	NOUN
fis-3004	165	41	01	01	NUM
fis-3004	165	42	75.21	75.21	NUM
fis-3004	165	43	23.92	23.92	NUM
fis-3004	165	44	69.44	69.44	NUM
fis-3004	165	45	27.72	27.72	NUM
fis-3004	165	46	1.08	1.08	NUM
fis-3004	165	47	debonding	debonding	NOUN
fis-3004	165	48	of	of	ADP
fis-3004	165	49	the	the	DET
fis-3004	165	50	cfrp	cfrp	PROPN
fis-3004	165	51	b	b	PROPN
fis-3004	165	52	02	02	NUM
fis-3004	165	53	77.67	77.67	NUM
fis-3004	165	54	23.82	23.82	NUM
fis-3004	165	55	75.1	75.1	NUM
fis-3004	165	56	26.13	26.13	NUM
fis-3004	165	57	1.03	1.03	NUM
fis-3004	165	58	rupture	rupture	NOUN
fis-3004	165	59	of	of	ADP
fis-3004	165	60	the	the	DET
fis-3004	165	61	cfrp	cfrp	PROPN
fis-3004	165	62	b	b	PROPN
fis-3004	165	63	03	03	NUM
fis-3004	165	64	76.39	76.39	NUM
fis-3004	165	65	23.69	23.69	NUM
fis-3004	165	66	79.39	79.39	NUM
fis-3004	165	67	23.33	23.33	NUM
fis-3004	165	68	0.96	0.96	NUM
fis-3004	165	69	rupture	rupture	NOUN
fis-3004	165	70	of	of	ADP
fis-3004	165	71	the	the	DET
fis-3004	165	72	cfrp	cfrp	NOUN
fis-3004	165	73	and	and	CCONJ
fis-3004	165	74	concrete	concrete	ADJ
fis-3004	165	75	crushing	crush	VERB
fis-3004	165	76	b	b	NOUN
fis-3004	165	77	04	04	NUM
fis-3004	165	78	72.43	72.43	NUM
fis-3004	165	79	31.76	31.76	NUM
fis-3004	165	80	75.66	75.66	NUM
fis-3004	165	81	31.74	31.74	NUM
fis-3004	165	82	1	1	NUM
fis-3004	165	83	rupture	rupture	NOUN
fis-3004	165	84	of	of	ADP
fis-3004	165	85	the	the	DET
fis-3004	165	86	cfrp	cfrp	NOUN
fis-3004	165	87	and	and	CCONJ
fis-3004	165	88	concrete	concrete	ADJ
fis-3004	165	89	crushing	crush	VERB
fis-3004	165	90	b	b	NOUN
fis-3004	165	91	05	05	NUM
fis-3004	165	92	78.43	78.43	NUM
fis-3004	165	93	24.79	24.79	NUM
fis-3004	165	94	73.76	73.76	NUM
fis-3004	165	95	32.96	32.96	NUM
fis-3004	165	96	1.06	1.06	NUM
fis-3004	165	97	rupture	rupture	NOUN
fis-3004	165	98	of	of	ADP
fis-3004	165	99	the	the	DET
fis-3004	165	100	cfrp	cfrp	PROPN
fis-3004	165	101	b	b	PROPN
fis-3004	165	102	06	06	NUM
fis-3004	165	103	88.03	88.03	NUM
fis-3004	165	104	24.53	24.53	NUM
fis-3004	165	105	87.85	87.85	NUM
fis-3004	165	106	36.96	36.96	NUM
fis-3004	165	107	1	1	NUM
fis-3004	165	108	rupture	rupture	NOUN
fis-3004	165	109	of	of	ADP
fis-3004	165	110	the	the	DET
fis-3004	165	111	cfrp	cfrp	PROPN
fis-3004	165	112	b	b	PROPN
fis-3004	165	113	07	07	NUM
fis-3004	165	114	86.43	86.43	NUM
fis-3004	165	115	26.48	26.48	NUM
fis-3004	165	116	88.78	88.78	NUM
fis-3004	165	117	30.97	30.97	NUM
fis-3004	165	118	0.97	0.97	NUM
fis-3004	165	119	rupture	rupture	NOUN
fis-3004	165	120	of	of	ADP
fis-3004	165	121	the	the	DET
fis-3004	165	122	cfrp	cfrp	PROPN
fis-3004	165	123	b	b	PROPN
fis-3004	165	124	08	08	NUM
fis-3004	165	125	100.15	100.15	NUM
fis-3004	165	126	24.3	24.3	NUM
fis-3004	165	127	99.06	99.06	NUM
fis-3004	165	128	33.76	33.76	NUM
fis-3004	165	129	1.01	1.01	NUM
fis-3004	165	130	local	local	ADJ
fis-3004	165	131	shear	shear	NOUN
fis-3004	165	132	rupture	rupture	NOUN
fis-3004	165	133	b	b	PROPN
fis-3004	165	134	09	09	NUM
fis-3004	165	135	82.25	82.25	NUM
fis-3004	165	136	22.56	22.56	NUM
fis-3004	165	137	80.38	80.38	NUM
fis-3004	165	138	36.56	36.56	NUM
fis-3004	165	139	1.02	1.02	NUM
fis-3004	165	140	debonding	debonding	NOUN
fis-3004	165	141	of	of	ADP
fis-3004	165	142	the	the	DET
fis-3004	165	143	cfrp	cfrp	NOUN
fis-3004	165	144	table	table	NOUN
fis-3004	165	145	8	8	NUM
fis-3004	165	146	:	:	PUNCT
fis-3004	165	147	 	 	SPACE
fis-3004	165	148	comparison	comparison	NOUN
fis-3004	165	149	between	between	ADP
fis-3004	165	150	experimental	experimental	ADJ
fis-3004	165	151	and	and	CCONJ
fis-3004	165	152	theoretical	theoretical	ADJ
fis-3004	165	153	results	result	NOUN
fis-3004	165	154	.	.	PUNCT
fis-3004	166	1	conclusions	conclusion	NOUN
fis-3004	166	2	he	he	PRON
fis-3004	166	3	aim	aim	VERB
fis-3004	166	4	of	of	ADP
fis-3004	166	5	this	this	DET
fis-3004	166	6	analysis	analysis	NOUN
fis-3004	166	7	is	be	AUX
fis-3004	166	8	to	to	PART
fis-3004	166	9	investigate	investigate	VERB
fis-3004	166	10	the	the	DET
fis-3004	166	11	influence	influence	NOUN
fis-3004	166	12	of	of	ADP
fis-3004	166	13	different	different	ADJ
fis-3004	166	14	parameters	parameter	NOUN
fis-3004	166	15	on	on	ADP
fis-3004	166	16	the	the	DET
fis-3004	166	17	flexural	flexural	ADJ
fis-3004	166	18	behavior	behavior	NOUN
fis-3004	166	19	of	of	ADP
fis-3004	166	20	repaired	repair	VERB
fis-3004	166	21	concrete	concrete	ADJ
fis-3004	166	22	beams	beam	NOUN
fis-3004	166	23	,	,	PUNCT
fis-3004	166	24	such	such	ADJ
fis-3004	166	25	as	as	ADP
fis-3004	166	26	the	the	DET
fis-3004	166	27	number	number	NOUN
fis-3004	166	28	of	of	ADP
fis-3004	166	29	layers	layer	NOUN
fis-3004	166	30	,	,	PUNCT
fis-3004	166	31	strengthening	strengthen	VERB
fis-3004	166	32	scheme	scheme	NOUN
fis-3004	166	33	(	(	PUNCT
fis-3004	166	34	side	side	NOUN
fis-3004	166	35	and	and	CCONJ
fis-3004	166	36	u	u	NOUN
fis-3004	166	37	-	-	NOUN
fis-3004	166	38	shape	shape	NOUN
fis-3004	166	39	bonding	bonding	NOUN
fis-3004	166	40	)	)	PUNCT
fis-3004	166	41	,	,	PUNCT
fis-3004	166	42	and	and	CCONJ
fis-3004	166	43	reinforcement	reinforcement	NOUN
fis-3004	166	44	ratio	ratio	NOUN
fis-3004	166	45	.	.	PUNCT
fis-3004	167	1	based	base	VERB
fis-3004	167	2	on	on	ADP
fis-3004	167	3	these	these	DET
fis-3004	167	4	experimental	experimental	ADJ
fis-3004	167	5	and	and	CCONJ
fis-3004	167	6	numerical	numerical	ADJ
fis-3004	167	7	results	result	NOUN
fis-3004	167	8	,	,	PUNCT
fis-3004	167	9	we	we	PRON
fis-3004	167	10	can	can	AUX
fis-3004	167	11	deduce	deduce	VERB
fis-3004	167	12	the	the	DET
fis-3004	167	13	following	following	NOUN
fis-3004	167	14	:	:	PUNCT
fis-3004	167	15			X
fis-3004	167	16	the	the	DET
fis-3004	167	17	outcome	outcome	NOUN
fis-3004	167	18	of	of	ADP
fis-3004	167	19	the	the	DET
fis-3004	167	20	experimental	experimental	ADJ
fis-3004	167	21	program	program	NOUN
fis-3004	167	22	shows	show	VERB
fis-3004	167	23	that	that	SCONJ
fis-3004	167	24	externally	externally	ADV
fis-3004	167	25	bonded	bond	VERB
fis-3004	167	26	cfrp	cfrp	PROPN
fis-3004	167	27	may	may	AUX
fis-3004	167	28	be	be	AUX
fis-3004	167	29	used	use	VERB
fis-3004	167	30	to	to	PART
fis-3004	167	31	support	support	VERB
fis-3004	167	32	reinforced	reinforce	VERB
fis-3004	167	33	concrete	concrete	ADJ
fis-3004	167	34	beams	beam	NOUN
fis-3004	167	35	effectively	effectively	ADV
fis-3004	167	36	.	.	PUNCT
fis-3004	168	1	with	with	ADP
fis-3004	168	2	the	the	DET
fis-3004	168	3	increase	increase	NOUN
fis-3004	168	4	in	in	ADP
fis-3004	168	5	cfrp	cfrp	NOUN
fis-3004	168	6	layers	layer	NOUN
fis-3004	168	7	,	,	PUNCT
fis-3004	168	8	an	an	DET
fis-3004	168	9	increase	increase	NOUN
fis-3004	168	10	in	in	ADP
fis-3004	168	11	stiffness	stiffness	NOUN
fis-3004	168	12	and	and	CCONJ
fis-3004	168	13	flexural	flexural	ADJ
fis-3004	168	14	strength	strength	NOUN
fis-3004	168	15	was	be	AUX
fis-3004	168	16	observed	observe	VERB
fis-3004	168	17	.	.	PUNCT
fis-3004	169	1	t	t	NOUN
fis-3004	169	2	0	0	NUM
fis-3004	169	3	20	20	NUM
fis-3004	169	4	40	40	NUM
fis-3004	169	5	60	60	NUM
fis-3004	169	6	80	80	NUM
fis-3004	169	7	100	100	NUM
fis-3004	169	8	0	0	NUM
fis-3004	169	9	10	10	NUM
fis-3004	169	10	20	20	NUM
fis-3004	169	11	30	30	NUM
fis-3004	169	12	40	40	NUM
fis-3004	169	13	lo	lo	NOUN
fis-3004	169	14	ad	ad	NOUN
fis-3004	169	15	 	 	SPACE
fis-3004	169	16	(	(	PUNCT
fis-3004	169	17	kn	kn	PROPN
fis-3004	169	18	)	)	PUNCT
fis-3004	169	19	mid‐span	mid‐span	NOUN
fis-3004	169	20	 	 	SPACE
fis-3004	169	21	deflection	deflection	NOUN
fis-3004	169	22	 	 	SPACE
fis-3004	169	23	(	(	PUNCT
fis-3004	169	24	mm	mm	NOUN
fis-3004	169	25	)	)	PUNCT
fis-3004	169	26	  	  	SPACE
fis-3004	169	27	b08	b08	NOUN
fis-3004	169	28	 	 	SPACE
fis-3004	169	29	exp	exp	NOUN
fis-3004	169	30	b09	b09	PROPN
fis-3004	169	31	 	 	SPACE
fis-3004	169	32	exp	exp	NOUN
fis-3004	169	33	b08	b08	NOUN
fis-3004	169	34	 	 	SPACE
fis-3004	169	35	ansys	ansys	PROPN
fis-3004	169	36	b09	b09	PROPN
fis-3004	169	37	 	 	SPACE
fis-3004	169	38	ansys	ansys	PROPN
fis-3004	169	39	k.	k.	PROPN
fis-3004	169	40	fawzy	fawzy	PROPN
fis-3004	169	41	et	et	PROPN
fis-3004	169	42	al	al	PROPN
fis-3004	169	43	,	,	PUNCT
fis-3004	169	44	frattura	frattura	PROPN
fis-3004	169	45	ed	ed	PROPN
fis-3004	169	46	integrità	integrità	PROPN
fis-3004	169	47	strutturale	strutturale	PROPN
fis-3004	169	48	,	,	PUNCT
fis-3004	169	49	56	56	NUM
fis-3004	169	50	(	(	PUNCT
fis-3004	169	51	2021	2021	NUM
fis-3004	169	52	)	)	PUNCT
fis-3004	169	53	123	123	NUM
fis-3004	169	54	-	-	SYM
fis-3004	169	55	136	136	NUM
fis-3004	169	56	;	;	PUNCT
fis-3004	169	57	doi	doi	NOUN
fis-3004	169	58	:	:	PUNCT
fis-3004	169	59	10.3221	10.3221	NUM
fis-3004	169	60	/	/	SYM
fis-3004	169	61	igf	igf	PROPN
fis-3004	169	62	-	-	ADJ
fis-3004	169	63	esis.56.10	esis.56.10	PROPN
fis-3004	169	64	135	135	NUM
fis-3004	169	65			NOUN
fis-3004	169	66	the	the	DET
fis-3004	169	67	ultimate	ultimate	ADJ
fis-3004	169	68	load	load	NOUN
fis-3004	169	69	of	of	ADP
fis-3004	169	70	the	the	DET
fis-3004	169	71	beam	beam	NOUN
fis-3004	169	72	was	be	AUX
fis-3004	169	73	increased	increase	VERB
fis-3004	169	74	as	as	SCONJ
fis-3004	169	75	the	the	DET
fis-3004	169	76	length	length	NOUN
fis-3004	169	77	of	of	ADP
fis-3004	169	78	the	the	DET
fis-3004	169	79	frp	frp	PROPN
fis-3004	169	80	reinforcement	reinforcement	NOUN
fis-3004	169	81	was	be	AUX
fis-3004	169	82	increased	increase	VERB
fis-3004	169	83	.	.	PUNCT
fis-3004	170	1			X
fis-3004	171	1	the	the	DET
fis-3004	171	2	u	u	NOUN
fis-3004	171	3	-	-	NOUN
fis-3004	171	4	shape	shape	NOUN
fis-3004	171	5	used	use	VERB
fis-3004	171	6	to	to	PART
fis-3004	171	7	anchor	anchor	VERB
fis-3004	171	8	longitudinal	longitudinal	ADJ
fis-3004	171	9	cfrp	cfrp	PROPN
fis-3004	171	10	helped	help	VERB
fis-3004	171	11	to	to	PART
fis-3004	171	12	avoid	avoid	VERB
fis-3004	171	13	damage	damage	NOUN
fis-3004	171	14	due	due	ADJ
fis-3004	171	15	to	to	ADP
fis-3004	171	16	debonding	debonding	NOUN
fis-3004	171	17	ends	end	NOUN
fis-3004	171	18	of	of	ADP
fis-3004	171	19	cfrp	cfrp	PROPN
fis-3004	171	20	and	and	CCONJ
fis-3004	171	21	increased	increase	VERB
fis-3004	171	22	flexural	flexural	ADJ
fis-3004	171	23	strength	strength	NOUN
fis-3004	171	24	.	.	PUNCT
fis-3004	172	1	this	this	DET
fis-3004	172	2	scheme	scheme	NOUN
fis-3004	172	3	has	have	VERB
fis-3004	172	4	the	the	DET
fis-3004	172	5	best	good	ADJ
fis-3004	172	6	results	result	NOUN
fis-3004	172	7	with	with	ADP
fis-3004	172	8	strength	strength	NOUN
fis-3004	172	9	gain	gain	NOUN
fis-3004	172	10	of	of	ADP
fis-3004	172	11	174	174	NUM
fis-3004	172	12	%	%	NOUN
fis-3004	172	13	compared	compare	VERB
fis-3004	172	14	with	with	ADP
fis-3004	172	15	control	control	NOUN
fis-3004	172	16	beam	beam	NOUN
fis-3004	172	17	.	.	PUNCT
fis-3004	173	1			NOUN
fis-3004	173	2	using	use	VERB
fis-3004	173	3	the	the	DET
fis-3004	173	4	cfrp	cfrp	NOUN
fis-3004	173	5	on	on	ADP
fis-3004	173	6	sides	side	NOUN
fis-3004	173	7	of	of	ADP
fis-3004	173	8	beams	beam	NOUN
fis-3004	173	9	was	be	AUX
fis-3004	173	10	just	just	ADV
fis-3004	173	11	more	more	ADV
fis-3004	173	12	successful	successful	ADJ
fis-3004	173	13	than	than	ADP
fis-3004	173	14	the	the	DET
fis-3004	173	15	u	u	NOUN
fis-3004	173	16	-	-	NOUN
fis-3004	173	17	shape	shape	NOUN
fis-3004	173	18	.	.	PUNCT
fis-3004	174	1			PROPN
fis-3004	174	2	fe	fe	PROPN
fis-3004	174	3	model	model	NOUN
fis-3004	174	4	showing	show	VERB
fis-3004	174	5	acceptable	acceptable	ADJ
fis-3004	174	6	agreement	agreement	NOUN
fis-3004	174	7	with	with	ADP
fis-3004	174	8	deviations	deviation	NOUN
fis-3004	174	9	varying	vary	VERB
fis-3004	174	10	no	no	DET
fis-3004	174	11	more	more	ADJ
fis-3004	174	12	than	than	ADP
fis-3004	174	13	10	10	NUM
fis-3004	174	14	%	%	NOUN
fis-3004	174	15	for	for	ADP
fis-3004	174	16	all	all	DET
fis-3004	174	17	specimens	specimen	NOUN
fis-3004	174	18	.	.	PUNCT
fis-3004	175	1	references	reference	NOUN
fis-3004	175	2	[	[	X
fis-3004	175	3	1	1	NUM
fis-3004	175	4	]	]	PUNCT
fis-3004	175	5	ahmed	ahmed	PROPN
fis-3004	175	6	,	,	PUNCT
fis-3004	175	7	e.	e.	PROPN
fis-3004	175	8	,	,	PUNCT
fis-3004	175	9	sobuz	sobuz	NOUN
fis-3004	175	10	,	,	PUNCT
fis-3004	175	11	h.	h.	PROPN
fis-3004	175	12	r.	r.	PROPN
fis-3004	175	13	and	and	CCONJ
fis-3004	175	14	sutan	sutan	PROPN
fis-3004	175	15	,	,	PUNCT
fis-3004	175	16	p.	p.	NOUN
fis-3004	175	17	s.	s.	PROPN
fis-3004	175	18	(	(	PUNCT
fis-3004	175	19	2011	2011	NUM
fis-3004	175	20	)	)	PUNCT
fis-3004	175	21	.	.	PUNCT
fis-3004	176	1	flexural	flexural	ADJ
fis-3004	176	2	performance	performance	NOUN
fis-3004	176	3	of	of	ADP
fis-3004	176	4	cfrp	cfrp	NOUN
fis-3004	176	5	strengthened	strengthen	VERB
fis-3004	176	6	rc	rc	PROPN
fis-3004	176	7	beams	beam	NOUN
fis-3004	176	8	with	with	ADP
fis-3004	176	9	different	different	ADJ
fis-3004	176	10	degrees	degree	NOUN
fis-3004	176	11	of	of	ADP
fis-3004	176	12	strengthening	strengthen	VERB
fis-3004	176	13	schemes	scheme	NOUN
fis-3004	176	14	,	,	PUNCT
fis-3004	176	15	international	international	ADJ
fis-3004	176	16	journal	journal	NOUN
fis-3004	176	17	of	of	ADP
fis-3004	176	18	the	the	DET
fis-3004	176	19	physical	physical	ADJ
fis-3004	176	20	sciences	science	NOUN
fis-3004	176	21	,	,	PUNCT
fis-3004	176	22	6(9	6(9	NUM
fis-3004	176	23	)	)	PUNCT
fis-3004	176	24	,	,	PUNCT
fis-3004	176	25	pp	pp	ADJ
fis-3004	176	26	.	.	PUNCT
fis-3004	177	1	2229	2229	NUM
fis-3004	177	2	-	-	SYM
fis-3004	177	3	2238	2238	NUM
fis-3004	177	4	.	.	PUNCT
fis-3004	178	1	[	[	X
fis-3004	178	2	2	2	NUM
fis-3004	178	3	]	]	X
fis-3004	178	4	benaoum	benaoum	NOUN
fis-3004	178	5	,	,	PUNCT
fis-3004	178	6	f.	f.	PROPN
fis-3004	178	7	,	,	PUNCT
fis-3004	178	8	khelil	khelil	PROPN
fis-3004	178	9	,	,	PUNCT
fis-3004	178	10	f.	f.	PROPN
fis-3004	178	11	and	and	CCONJ
fis-3004	178	12	benhamena	benhamena	PROPN
fis-3004	178	13	,	,	PUNCT
fis-3004	178	14	a.	a.	NOUN
fis-3004	178	15	(	(	PUNCT
fis-3004	178	16	2020	2020	NUM
fis-3004	178	17	)	)	PUNCT
fis-3004	178	18	.	.	PUNCT
fis-3004	179	1	numerical	numerical	ADJ
fis-3004	179	2	analysis	analysis	NOUN
fis-3004	179	3	of	of	ADP
fis-3004	179	4	reinforced	reinforce	VERB
fis-3004	179	5	concrete	concrete	ADJ
fis-3004	179	6	beams	beam	NOUN
fis-3004	179	7	pre	pre	VERB
fis-3004	179	8	cracked	crack	VERB
fis-3004	179	9	reinforced	reinforce	VERB
fis-3004	179	10	by	by	ADP
fis-3004	179	11	composite	composite	ADJ
fis-3004	179	12	materials	material	NOUN
fis-3004	179	13	,	,	PUNCT
fis-3004	179	14	frattura	frattura	PROPN
fis-3004	179	15	ed	ed	PROPN
fis-3004	179	16	integrità	integrità	PROPN
fis-3004	179	17	strutturale	strutturale	PROPN
fis-3004	179	18	,	,	PUNCT
fis-3004	179	19	14(54	14(54	NUM
fis-3004	179	20	)	)	PUNCT
fis-3004	179	21	,	,	PUNCT
fis-3004	179	22	pp	pp	ADP
fis-3004	179	23	.	.	PUNCT
fis-3004	180	1	282	282	NUM
fis-3004	180	2	-	-	SYM
fis-3004	180	3	296	296	NUM
fis-3004	180	4	.	.	PUNCT
fis-3004	181	1	[	[	X
fis-3004	181	2	3	3	NUM
fis-3004	181	3	]	]	X
fis-3004	181	4	fawzy	fawzy	PROPN
fis-3004	181	5	,	,	PUNCT
fis-3004	181	6	k.	k.	PROPN
fis-3004	181	7	(	(	PUNCT
fis-3004	181	8	2018	2018	NUM
fis-3004	181	9	)	)	PUNCT
fis-3004	181	10	.	.	PUNCT
fis-3004	182	1	upgraded	upgrade	VERB
fis-3004	182	2	the	the	DET
fis-3004	182	3	performance	performance	NOUN
fis-3004	182	4	of	of	ADP
fis-3004	182	5	the	the	DET
fis-3004	182	6	fortifying	fortify	VERB
fis-3004	182	7	rc	rc	PROPN
fis-3004	182	8	beam	beam	NOUN
fis-3004	182	9	by	by	ADP
fis-3004	182	10	cfrp	cfrp	PROPN
fis-3004	182	11	in	in	ADP
fis-3004	182	12	flexural	flexural	ADJ
fis-3004	182	13	,	,	PUNCT
fis-3004	182	14	osr	osr	PROPN
fis-3004	182	15	journal	journal	NOUN
fis-3004	182	16	of	of	ADP
fis-3004	182	17	mechanical	mechanical	ADJ
fis-3004	182	18	and	and	CCONJ
fis-3004	182	19	civil	civil	ADJ
fis-3004	182	20	engineering	engineering	NOUN
fis-3004	182	21	(	(	PUNCT
fis-3004	182	22	iosr	iosr	NOUN
fis-3004	182	23	-	-	PUNCT
fis-3004	182	24	jmce	jmce	NOUN
fis-3004	182	25	)	)	PUNCT
fis-3004	182	26	.	.	PUNCT
fis-3004	183	1	[	[	X
fis-3004	183	2	4	4	NUM
fis-3004	183	3	]	]	PUNCT
fis-3004	183	4	shardakov	shardakov	NOUN
fis-3004	183	5	,	,	PUNCT
fis-3004	183	6	i.	i.	PROPN
fis-3004	183	7	,	,	PUNCT
fis-3004	183	8	shestakov	shestakov	PROPN
fis-3004	183	9	,	,	PUNCT
fis-3004	183	10	a.	a.	NOUN
fis-3004	183	11	and	and	CCONJ
fis-3004	183	12	bykov	bykov	PROPN
fis-3004	183	13	,	,	PUNCT
fis-3004	183	14	i.	i.	PROPN
fis-3004	183	15	s.	s.	PROPN
fis-3004	183	16	(	(	PUNCT
fis-3004	183	17	2016	2016	NUM
fis-3004	183	18	)	)	PUNCT
fis-3004	183	19	.	.	PUNCT
fis-3004	184	1	"	"	PUNCT
fis-3004	184	2	delamination	delamination	NOUN
fis-3004	184	3	of	of	ADP
fis-3004	184	4	carbon	carbon	NOUN
fis-3004	184	5	-	-	PUNCT
fis-3004	184	6	fiber	fiber	NOUN
fis-3004	184	7	strengthening	strengthen	VERB
fis-3004	184	8	layer	layer	NOUN
fis-3004	184	9	from	from	ADP
fis-3004	184	10	concrete	concrete	ADJ
fis-3004	184	11	beam	beam	NOUN
fis-3004	184	12	during	during	ADP
fis-3004	184	13	deformation	deformation	NOUN
fis-3004	184	14	(	(	PUNCT
fis-3004	184	15	infrared	infrared	ADJ
fis-3004	184	16	thermography	thermography	NOUN
fis-3004	184	17	)	)	PUNCT
fis-3004	184	18	,	,	PUNCT
fis-3004	184	19	frattura	frattura	PROPN
fis-3004	184	20	ed	ed	PROPN
fis-3004	184	21	integrità	integrità	PROPN
fis-3004	184	22	strutturale	strutturale	PROPN
fis-3004	184	23	,	,	PUNCT
fis-3004	184	24	10(38	10(38	NUM
fis-3004	184	25	)	)	PUNCT
fis-3004	184	26	,	,	PUNCT
fis-3004	184	27	pp	pp	PROPN
fis-3004	184	28	.	.	PUNCT
fis-3004	185	1	331	331	NUM
fis-3004	185	2	-	-	SYM
fis-3004	185	3	338	338	NUM
fis-3004	185	4	.	.	PUNCT
fis-3004	186	1	[	[	X
fis-3004	186	2	5	5	NUM
fis-3004	186	3	]	]	X
fis-3004	186	4	hasnat	hasnat	NOUN
fis-3004	186	5	,	,	PUNCT
fis-3004	186	6	a.	a.	PROPN
fis-3004	186	7	,	,	PUNCT
fis-3004	186	8	islam	islam	PROPN
fis-3004	186	9	,	,	PUNCT
fis-3004	186	10	m.	m.	NOUN
fis-3004	186	11	and	and	CCONJ
fis-3004	186	12	amin	amin	PROPN
fis-3004	186	13	,	,	PUNCT
fis-3004	186	14	a.	a.	PROPN
fis-3004	186	15	j.	j.	PROPN
fis-3004	186	16	j.	j.	PROPN
fis-3004	186	17	(	(	PUNCT
fis-3004	186	18	2016	2016	NUM
fis-3004	186	19	)	)	PUNCT
fis-3004	186	20	.	.	PUNCT
fis-3004	187	1	enhancing	enhance	VERB
fis-3004	187	2	the	the	DET
fis-3004	187	3	debonding	debonding	NOUN
fis-3004	187	4	strain	strain	NOUN
fis-3004	187	5	limit	limit	NOUN
fis-3004	187	6	for	for	ADP
fis-3004	187	7	cfrp	cfrp	NOUN
fis-3004	187	8	-	-	PUNCT
fis-3004	187	9	strengthened	strengthen	VERB
fis-3004	187	10	rc	rc	NOUN
fis-3004	187	11	beams	beam	NOUN
fis-3004	187	12	using	use	VERB
fis-3004	187	13	u	u	NOUN
fis-3004	187	14	-	-	NOUN
fis-3004	187	15	clamps	clamps	ADJ
fis-3004	187	16	:	:	PUNCT
fis-3004	187	17	identification	identification	NOUN
fis-3004	187	18	of	of	ADP
fis-3004	187	19	design	design	NOUN
fis-3004	187	20	parameters	parameter	NOUN
fis-3004	187	21	,	,	PUNCT
fis-3004	187	22	the	the	DET
fis-3004	187	23	journal	journal	NOUN
fis-3004	187	24	of	of	ADP
fis-3004	187	25	composites	composite	NOUN
fis-3004	187	26	for	for	ADP
fis-3004	187	27	construction	construction	NOUN
fis-3004	187	28	,	,	PUNCT
fis-3004	187	29	asce	asce	NOUN
fis-3004	187	30	,	,	PUNCT
fis-3004	187	31	20(1	20(1	NUM
fis-3004	187	32	)	)	PUNCT
fis-3004	187	33	,	,	PUNCT
fis-3004	187	34	p.	p.	NOUN
fis-3004	187	35	04015039	04015039	NUM
fis-3004	187	36	.	.	PUNCT
fis-3004	188	1	[	[	X
fis-3004	188	2	6	6	NUM
fis-3004	188	3	]	]	X
fis-3004	188	4	mostafa	mostafa	PROPN
fis-3004	188	5	,	,	PUNCT
fis-3004	188	6	a.	a.	NOUN
fis-3004	188	7	a.	a.	PROPN
fis-3004	188	8	,	,	PUNCT
fis-3004	188	9	razaqpur	razaqpur	NOUN
fis-3004	188	10	,	,	PUNCT
fis-3004	188	11	a.	a.	PROPN
fis-3004	188	12	g.	g.	PROPN
fis-3004	188	13	j.	j.	PROPN
fis-3004	188	14	c.	c.	PROPN
fis-3004	188	15	(	(	PUNCT
fis-3004	188	16	2017	2017	NUM
fis-3004	188	17	)	)	PUNCT
fis-3004	188	18	.	.	PUNCT
fis-3004	189	1	finite	finite	PROPN
fis-3004	189	2	element	element	PROPN
fis-3004	189	3	model	model	NOUN
fis-3004	189	4	for	for	ADP
fis-3004	189	5	predicting	predict	VERB
fis-3004	189	6	post	post	NOUN
fis-3004	189	7	delamination	delamination	NOUN
fis-3004	189	8	behaviour	behaviour	NOUN
fis-3004	189	9	in	in	ADP
fis-3004	189	10	frpretrofitted	frpretrofitte	VERB
fis-3004	189	11	beams	beam	NOUN
fis-3004	189	12	in	in	ADP
fis-3004	189	13	flexure	flexure	NOUN
fis-3004	189	14	,	,	PUNCT
fis-3004	189	15	construction	construction	NOUN
fis-3004	189	16	and	and	CCONJ
fis-3004	189	17	building	building	NOUN
fis-3004	189	18	materials	material	NOUN
fis-3004	189	19	,	,	PUNCT
fis-3004	189	20	131	131	NUM
fis-3004	189	21	,	,	PUNCT
fis-3004	189	22	pp	pp	ADJ
fis-3004	189	23	.	.	PUNCT
fis-3004	190	1	195	195	NUM
fis-3004	190	2	-	-	SYM
fis-3004	190	3	204	204	NUM
fis-3004	190	4	.	.	PUNCT
fis-3004	191	1	[	[	X
fis-3004	191	2	7	7	NUM
fis-3004	191	3	]	]	X
fis-3004	191	4	abid	abid	PROPN
fis-3004	191	5	,	,	PUNCT
fis-3004	191	6	s.	s.	PROPN
fis-3004	191	7	r.	r.	PROPN
fis-3004	191	8	and	and	CCONJ
fis-3004	191	9	al	al	PROPN
fis-3004	191	10	-	-	PUNCT
fis-3004	191	11	lami	lami	PROPN
fis-3004	191	12	,	,	PUNCT
fis-3004	191	13	k.	k.	PROPN
fis-3004	191	14	(	(	PUNCT
fis-3004	191	15	2018	2018	NUM
fis-3004	191	16	)	)	PUNCT
fis-3004	191	17	.	.	PUNCT
fis-3004	192	1	critical	critical	ADJ
fis-3004	192	2	review	review	NOUN
fis-3004	192	3	of	of	ADP
fis-3004	192	4	strength	strength	NOUN
fis-3004	192	5	and	and	CCONJ
fis-3004	192	6	durability	durability	NOUN
fis-3004	192	7	of	of	ADP
fis-3004	192	8	concrete	concrete	ADJ
fis-3004	192	9	beams	beam	NOUN
fis-3004	192	10	externally	externally	ADV
fis-3004	192	11	bonded	bond	VERB
fis-3004	192	12	with	with	ADP
fis-3004	192	13	frp	frp	PROPN
fis-3004	192	14	,	,	PUNCT
fis-3004	192	15	cogent	cogent	NOUN
fis-3004	192	16	engineering	engineering	NOUN
fis-3004	192	17	,	,	PUNCT
fis-3004	192	18	5(1	5(1	NUM
fis-3004	192	19	)	)	PUNCT
fis-3004	192	20	,	,	PUNCT
fis-3004	192	21	p.	p.	NOUN
fis-3004	192	22	1525015	1525015	NUM
fis-3004	192	23	.	.	PUNCT
fis-3004	193	1	[	[	X
fis-3004	193	2	8	8	NUM
fis-3004	193	3	]	]	PUNCT
fis-3004	193	4	triantafillou	triantafillou	NOUN
fis-3004	193	5	,	,	PUNCT
fis-3004	193	6	t.	t.	PROPN
fis-3004	193	7	c.	c.	PROPN
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fis-3004	193	9	plevris	plevris	PROPN
fis-3004	193	10	,	,	PUNCT
fis-3004	193	11	n.	n.	NOUN
fis-3004	193	12	(	(	PUNCT
fis-3004	193	13	1992	1992	NUM
fis-3004	193	14	)	)	PUNCT
fis-3004	193	15	.	.	PUNCT
fis-3004	194	1	strengthening	strengthen	VERB
fis-3004	194	2	of	of	ADP
fis-3004	194	3	rc	rc	PROPN
fis-3004	194	4	beams	beam	NOUN
fis-3004	194	5	with	with	ADP
fis-3004	194	6	epoxy	epoxy	NOUN
fis-3004	194	7	-	-	PUNCT
fis-3004	194	8	bonded	bond	VERB
fis-3004	194	9	fibre	fibre	NOUN
fis-3004	194	10	-	-	PUNCT
fis-3004	194	11	composite	composite	ADJ
fis-3004	194	12	materials	material	NOUN
fis-3004	194	13	,	,	PUNCT
fis-3004	194	14	materials	material	NOUN
fis-3004	194	15	and	and	CCONJ
fis-3004	194	16	structures	structure	NOUN
fis-3004	194	17	,	,	PUNCT
fis-3004	194	18	25(4	25(4	NOUN
fis-3004	194	19	)	)	PUNCT
fis-3004	194	20	,	,	PUNCT
fis-3004	194	21	pp	pp	PROPN
fis-3004	194	22	.	.	PUNCT
fis-3004	194	23	201	201	NUM
fis-3004	194	24	-	-	SYM
fis-3004	194	25	211	211	NUM
fis-3004	194	26	.	.	PUNCT
fis-3004	195	1	[	[	X
fis-3004	195	2	9	9	NUM
fis-3004	195	3	]	]	SYM
fis-3004	195	4	wu	wu	PROPN
fis-3004	195	5	,	,	PUNCT
fis-3004	195	6	z.	z.	PROPN
fis-3004	195	7	,	,	PUNCT
fis-3004	195	8	li	li	PROPN
fis-3004	195	9	,	,	PUNCT
fis-3004	195	10	w.	w.	PROPN
fis-3004	195	11	and	and	CCONJ
fis-3004	195	12	sakuma	sakuma	PROPN
fis-3004	195	13	,	,	PUNCT
fis-3004	195	14	n.	n.	PROPN
fis-3004	195	15	(	(	PUNCT
fis-3004	195	16	20069	20069	NUM
fis-3004	195	17	.	.	PUNCT
fis-3004	196	1	innovative	innovative	ADJ
fis-3004	196	2	externally	externally	ADV
fis-3004	196	3	bonded	bond	VERB
fis-3004	196	4	frp	frp	PROPN
fis-3004	196	5	/	/	SYM
fis-3004	196	6	concrete	concrete	ADJ
fis-3004	196	7	hybrid	hybrid	ADJ
fis-3004	196	8	flexural	flexural	ADJ
fis-3004	196	9	members	member	NOUN
fis-3004	196	10	,	,	PUNCT
fis-3004	196	11	composite	composite	ADJ
fis-3004	196	12	structures	structure	NOUN
fis-3004	196	13	,	,	PUNCT
fis-3004	196	14	72(3	72(3	NUM
fis-3004	196	15	)	)	PUNCT
fis-3004	196	16	,	,	PUNCT
fis-3004	196	17	pp	pp	PROPN
fis-3004	196	18	.	.	PUNCT
fis-3004	197	1	289	289	NUM
fis-3004	197	2	-	-	SYM
fis-3004	197	3	300	300	NUM
fis-3004	197	4	.	.	PUNCT
fis-3004	198	1	[	[	X
fis-3004	198	2	10	10	NUM
fis-3004	198	3	]	]	PUNCT
fis-3004	198	4	uomoto	uomoto	NOUN
fis-3004	198	5	,	,	PUNCT
fis-3004	198	6	t.	t.	PROPN
fis-3004	198	7	(	(	PUNCT
fis-3004	198	8	2001	2001	NUM
fis-3004	198	9	)	)	PUNCT
fis-3004	198	10	.	.	PUNCT
fis-3004	199	1	durability	durability	NOUN
fis-3004	199	2	of	of	ADP
fis-3004	199	3	frp	frp	PROPN
fis-3004	199	4	reinforcement	reinforcement	NOUN
fis-3004	199	5	as	as	ADP
fis-3004	199	6	concrete	concrete	ADJ
fis-3004	199	7	reinforcement	reinforcement	NOUN
fis-3004	199	8	,	,	PUNCT
fis-3004	199	9	in	in	ADP
fis-3004	199	10	frp	frp	PROPN
fis-3004	199	11	composites	composite	NOUN
fis-3004	199	12	in	in	ADP
fis-3004	199	13	civil	civil	ADJ
fis-3004	199	14	engineering	engineering	NOUN
fis-3004	199	15	.	.	PUNCT
fis-3004	200	1	proceedings	proceeding	NOUN
fis-3004	200	2	of	of	ADP
fis-3004	200	3	the	the	DET
fis-3004	200	4	international	international	ADJ
fis-3004	200	5	conference	conference	NOUN
fis-3004	200	6	on	on	ADP
fis-3004	200	7	frp	frp	PROPN
fis-3004	200	8	composites	composite	NOUN
fis-3004	200	9	in	in	ADP
fis-3004	200	10	civil	civil	ADJ
fis-3004	200	11	engineeringhong	engineeringhong	NOUN
fis-3004	200	12	kong	kong	PROPN
fis-3004	200	13	institution	institution	NOUN
fis-3004	200	14	of	of	ADP
fis-3004	200	15	engineers	engineer	NOUN
fis-3004	200	16	,	,	PUNCT
fis-3004	200	17	hong	hong	PROPN
fis-3004	200	18	kong	kong	PROPN
fis-3004	200	19	institution	institution	NOUN
fis-3004	200	20	of	of	ADP
fis-3004	200	21	steel	steel	NOUN
fis-3004	200	22	construction	construction	NOUN
fis-3004	200	23	,	,	PUNCT
fis-3004	200	24	1	1	NUM
fis-3004	200	25	.	.	PUNCT
fis-3004	201	1	[	[	X
fis-3004	201	2	11	11	NUM
fis-3004	201	3	]	]	X
fis-3004	201	4	ibrahim	ibrahim	PROPN
fis-3004	201	5	,	,	PUNCT
fis-3004	201	6	y.	y.	PROPN
fis-3004	201	7	e.	e.	PROPN
fis-3004	201	8	,	,	PUNCT
fis-3004	201	9	fawzy	fawzy	PROPN
fis-3004	201	10	,	,	PUNCT
fis-3004	201	11	k.	k.	PROPN
fis-3004	201	12	and	and	CCONJ
fis-3004	201	13	farouk	farouk	PROPN
fis-3004	201	14	,	,	PUNCT
fis-3004	201	15	m.	m.	NOUN
fis-3004	201	16	a.	a.	NOUN
fis-3004	201	17	(	(	PUNCT
fis-3004	201	18	in	in	ADP
fis-3004	201	19	press	press	NOUN
fis-3004	201	20	)	)	PUNCT
fis-3004	201	21	.	.	PUNCT
fis-3004	202	1	effect	effect	NOUN
fis-3004	202	2	of	of	ADP
fis-3004	202	3	steel	steel	NOUN
fis-3004	202	4	fiber	fiber	NOUN
fis-3004	202	5	on	on	ADP
fis-3004	202	6	the	the	DET
fis-3004	202	7	shear	shear	NOUN
fis-3004	202	8	behavior	behavior	NOUN
fis-3004	202	9	of	of	ADP
fis-3004	202	10	reinforced	reinforce	VERB
fis-3004	202	11	recycled	recycle	VERB
fis-3004	202	12	aggregate	aggregate	ADJ
fis-3004	202	13	concrete	concrete	ADJ
fis-3004	202	14	beams	beam	NOUN
fis-3004	202	15	,	,	PUNCT
fis-3004	202	16	structural	structural	ADJ
fis-3004	202	17	concrete	concrete	NOUN
fis-3004	202	18	.	.	PUNCT
fis-3004	203	1	[	[	X
fis-3004	203	2	12	12	NUM
fis-3004	203	3	]	]	X
fis-3004	203	4	fu	fu	PROPN
fis-3004	203	5	,	,	PUNCT
fis-3004	203	6	b.	b.	PROPN
fis-3004	203	7	,	,	PUNCT
fis-3004	203	8	chen	chen	PROPN
fis-3004	203	9	,	,	PUNCT
fis-3004	203	10	g.	g.	PROPN
fis-3004	203	11	and	and	CCONJ
fis-3004	203	12	teng	teng	PROPN
fis-3004	203	13	,	,	PUNCT
fis-3004	203	14	j.	j.	PROPN
fis-3004	203	15	j.	j.	PROPN
fis-3004	203	16	c.	c.	PROPN
fis-3004	203	17	s.	s.	PROPN
fis-3004	203	18	(	(	PUNCT
fis-3004	203	19	2017	2017	NUM
fis-3004	203	20	)	)	PUNCT
fis-3004	203	21	.	.	PUNCT
fis-3004	204	1	mitigation	mitigation	NOUN
fis-3004	204	2	of	of	ADP
fis-3004	204	3	intermediate	intermediate	ADJ
fis-3004	204	4	crack	crack	NOUN
fis-3004	204	5	debonding	debonde	VERB
fis-3004	204	6	in	in	ADP
fis-3004	204	7	frp	frp	PROPN
fis-3004	204	8	-	-	PUNCT
fis-3004	204	9	plated	plate	VERB
fis-3004	204	10	rc	rc	PROPN
fis-3004	204	11	beams	beam	NOUN
fis-3004	204	12	using	use	VERB
fis-3004	204	13	frp	frp	PROPN
fis-3004	204	14	u	u	NOUN
fis-3004	204	15	-	-	NOUN
fis-3004	204	16	jackets	jacket	NOUN
fis-3004	204	17	,	,	PUNCT
fis-3004	204	18	composite	composite	ADJ
fis-3004	204	19	structures	structure	NOUN
fis-3004	204	20	,	,	PUNCT
fis-3004	204	21	176	176	NUM
fis-3004	204	22	,	,	PUNCT
fis-3004	204	23	pp	pp	PROPN
fis-3004	204	24	.	.	PUNCT
fis-3004	205	1	883	883	NUM
fis-3004	205	2	-	-	SYM
fis-3004	205	3	897	897	NUM
fis-3004	205	4	.	.	PUNCT
fis-3004	206	1	[	[	X
fis-3004	206	2	13	13	NUM
fis-3004	206	3	]	]	X
fis-3004	206	4	saadatmanesh	saadatmanesh	PROPN
fis-3004	206	5	,	,	PUNCT
fis-3004	206	6	h.	h.	PROPN
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fis-3004	206	9	,	,	PUNCT
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fis-3004	206	11	r.	r.	PROPN
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fis-3004	206	14	)	)	PUNCT
fis-3004	206	15	.	.	PUNCT
fis-3004	207	1	rc	rc	PROPN
fis-3004	207	2	beams	beam	NOUN
fis-3004	207	3	strengthened	strengthen	VERB
fis-3004	207	4	with	with	ADP
fis-3004	207	5	gfrp	gfrp	PROPN
fis-3004	207	6	plates	plate	NOUN
fis-3004	207	7	.	.	PUNCT
fis-3004	208	1	i	i	PRON
fis-3004	208	2	:	:	PUNCT
fis-3004	208	3	experimental	experimental	ADJ
fis-3004	208	4	study	study	NOUN
fis-3004	208	5	,	,	PUNCT
fis-3004	208	6	journal	journal	NOUN
fis-3004	208	7	of	of	ADP
fis-3004	208	8	structural	structural	ADJ
fis-3004	208	9	engineering	engineering	NOUN
fis-3004	208	10	,	,	PUNCT
fis-3004	208	11	117(11	117(11	NUM
fis-3004	208	12	)	)	PUNCT
fis-3004	208	13	,	,	PUNCT
fis-3004	208	14	pp	pp	PROPN
fis-3004	208	15	.	.	PUNCT
fis-3004	209	1	3417	3417	NUM
fis-3004	209	2	-	-	SYM
fis-3004	209	3	3433	3433	NUM
fis-3004	209	4	.	.	PUNCT
fis-3004	210	1	[	[	X
fis-3004	210	2	14	14	NUM
fis-3004	210	3	]	]	X
fis-3004	210	4	chen	chen	PROPN
fis-3004	210	5	j.	j.	PROPN
fis-3004	210	6	f.	f.	PROPN
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fis-3004	210	8	teng	teng	PROPN
fis-3004	210	9	,	,	PUNCT
fis-3004	210	10	j.	j.	PROPN
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fis-3004	210	14	)	)	PUNCT
fis-3004	210	15	.	.	PUNCT
fis-3004	211	1	shear	shear	NOUN
fis-3004	211	2	capacity	capacity	NOUN
fis-3004	211	3	of	of	ADP
fis-3004	211	4	frp	frp	PROPN
fis-3004	211	5	-	-	PUNCT
fis-3004	211	6	strengthened	strengthen	VERB
fis-3004	211	7	rc	rc	PROPN
fis-3004	211	8	beams	beam	NOUN
fis-3004	211	9	:	:	PUNCT
fis-3004	211	10	frp	frp	PROPN
fis-3004	211	11	debonding	debonding	NOUN
fis-3004	211	12	,	,	PUNCT
fis-3004	211	13	construction	construction	NOUN
fis-3004	211	14	and	and	CCONJ
fis-3004	211	15	building	building	NOUN
fis-3004	211	16	materials	material	NOUN
fis-3004	211	17	,	,	PUNCT
fis-3004	211	18	17(1	17(1	NUM
fis-3004	211	19	)	)	PUNCT
fis-3004	211	20	,	,	PUNCT
fis-3004	212	1	pp	pp	PROPN
fis-3004	212	2	.	.	PUNCT
fis-3004	213	1	27	27	NUM
fis-3004	213	2	-	-	SYM
fis-3004	213	3	41	41	NUM
fis-3004	213	4	.	.	PUNCT
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fis-3004	214	2	15	15	NUM
fis-3004	214	3	]	]	X
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fis-3004	215	1	and	and	CCONJ
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fis-3004	215	7	2001	2001	NUM
fis-3004	215	8	)	)	PUNCT
fis-3004	215	9	.	.	PUNCT
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fis-3004	216	2	of	of	ADP
fis-3004	216	3	anchorage	anchorage	NOUN
fis-3004	216	4	failure	failure	NOUN
fis-3004	216	5	for	for	ADP
fis-3004	216	6	reinforced	reinforce	VERB
fis-3004	216	7	concrete	concrete	ADJ
fis-3004	216	8	beams	beam	NOUN
fis-3004	216	9	strengthened	strengthen	VERB
fis-3004	216	10	with	with	ADP
fis-3004	216	11	fiber	fiber	NOUN
fis-3004	216	12	-	-	PUNCT
fis-3004	216	13	reinforced	reinforce	VERB
fis-3004	216	14	polymer	polymer	NOUN
fis-3004	216	15	plates	plate	NOUN
fis-3004	216	16	,	,	PUNCT
fis-3004	216	17	aci	aci	PROPN
fis-3004	216	18	structural	structural	ADJ
fis-3004	216	19	journal	journal	PROPN
fis-3004	216	20	,	,	PUNCT
fis-3004	216	21	98(3	98(3	PROPN
fis-3004	216	22	)	)	PUNCT
fis-3004	216	23	.	.	PUNCT
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fis-3004	217	2	16	16	NUM
fis-3004	217	3	]	]	X
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fis-3004	217	5	,	,	PUNCT
fis-3004	217	6	h.	h.	PROPN
fis-3004	217	7	,	,	PUNCT
fis-3004	217	8	spacone	spacone	PROPN
fis-3004	217	9	,	,	PUNCT
fis-3004	217	10	e.	e.	PROPN
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fis-3004	217	21	2004	2004	NUM
fis-3004	217	22	)	)	PUNCT
fis-3004	217	23	.	.	PUNCT
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fis-3004	218	2	mode	mode	NOUN
fis-3004	218	3	analyses	analysis	NOUN
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fis-3004	218	5	reinforced	reinforce	VERB
fis-3004	218	6	concrete	concrete	ADJ
fis-3004	218	7	beams	beam	NOUN
fis-3004	218	8	strengthened	strengthen	VERB
fis-3004	218	9	in	in	ADP
fis-3004	218	10	flexure	flexure	NOUN
fis-3004	218	11	with	with	ADP
fis-3004	218	12	externally	externally	ADV
fis-3004	218	13	bonded	bond	VERB
fis-3004	218	14	fiber	fiber	NOUN
fis-3004	218	15	-	-	PUNCT
fis-3004	218	16	reinforced	reinforce	VERB
fis-3004	218	17	polymers	polymer	NOUN
fis-3004	218	18	,	,	PUNCT
fis-3004	218	19	structural	structural	ADJ
fis-3004	218	20	concrete	concrete	NOUN
fis-3004	218	21	,	,	PUNCT
fis-3004	218	22	8(2	8(2	NUM
fis-3004	218	23	)	)	PUNCT
fis-3004	218	24	,	,	PUNCT
fis-3004	218	25	pp	pp	ADJ
fis-3004	218	26	.	.	PUNCT
fis-3004	219	1	123	123	NUM
fis-3004	219	2	-	-	SYM
fis-3004	219	3	131	131	NUM
fis-3004	219	4	,	,	PUNCT
fis-3004	219	5	2004	2004	NUM
fis-3004	219	6	.	.	PUNCT
fis-3004	220	1	[	[	X
fis-3004	220	2	17	17	NUM
fis-3004	220	3	]	]	SYM
fis-3004	220	4	oudah	oudah	PROPN
fis-3004	220	5	,	,	PUNCT
fis-3004	220	6	f.	f.	PROPN
fis-3004	220	7	and	and	CCONJ
fis-3004	220	8	el	el	PROPN
fis-3004	220	9	-	-	PUNCT
fis-3004	220	10	hacha	hacha	PROPN
fis-3004	220	11	,	,	PUNCT
fis-3004	220	12	r.	r.	PROPN
fis-3004	220	13	(	(	PUNCT
fis-3004	220	14	2012	2012	NUM
fis-3004	220	15	)	)	PUNCT
fis-3004	220	16	.	.	PUNCT
fis-3004	221	1	a	a	DET
fis-3004	221	2	new	new	ADJ
fis-3004	221	3	ductility	ductility	NOUN
fis-3004	221	4	model	model	NOUN
fis-3004	221	5	of	of	ADP
fis-3004	221	6	reinforced	reinforce	VERB
fis-3004	221	7	concrete	concrete	ADJ
fis-3004	221	8	beams	beam	NOUN
fis-3004	221	9	strengthened	strengthen	VERB
fis-3004	221	10	using	use	VERB
fis-3004	221	11	fiber	fiber	NOUN
fis-3004	221	12	reinforced	reinforce	VERB
fis-3004	221	13	polymer	polymer	NOUN
fis-3004	221	14	reinforcement	reinforcement	NOUN
fis-3004	221	15	,	,	PUNCT
fis-3004	221	16	composites	composite	VERB
fis-3004	221	17	part	part	NOUN
fis-3004	221	18	b	b	NOUN
fis-3004	221	19	:	:	PUNCT
fis-3004	221	20	engineering	engineering	NOUN
fis-3004	221	21	,	,	PUNCT
fis-3004	221	22	43(8	43(8	NUM
fis-3004	221	23	)	)	PUNCT
fis-3004	221	24	,	,	PUNCT
fis-3004	221	25	pp	pp	ADJ
fis-3004	221	26	.	.	PUNCT
fis-3004	222	1	3338	3338	NUM
fis-3004	222	2	-	-	SYM
fis-3004	222	3	3347	3347	NUM
fis-3004	222	4	,	,	PUNCT
fis-3004	222	5	2012/12/01/	2012/12/01/	NUM
fis-3004	222	6	2012	2012	NUM
fis-3004	222	7	.	.	PUNCT
fis-3004	223	1	[	[	X
fis-3004	223	2	18	18	NUM
fis-3004	223	3	]	]	PUNCT
fis-3004	223	4	schesnyak	schesnyak	NOUN
fis-3004	223	5	,	,	PUNCT
fis-3004	223	6	l.	l.	PROPN
fis-3004	223	7	(	(	PUNCT
fis-3004	223	8	2019	2019	NUM
fis-3004	223	9	)	)	PUNCT
fis-3004	223	10	.	.	PUNCT
fis-3004	224	1	modeling	modeling	NOUN
fis-3004	224	2	of	of	ADP
fis-3004	224	3	the	the	DET
fis-3004	224	4	conjugation	conjugation	NOUN
fis-3004	224	5	of	of	ADP
fis-3004	224	6	vortex	vortex	NOUN
fis-3004	224	7	flows	flow	VERB
fis-3004	224	8	with	with	ADP
fis-3004	224	9	downstream	downstream	NOUN
fis-3004	224	10	in	in	ADP
fis-3004	224	11	ansys	ansys	PROPN
fis-3004	224	12	,	,	PUNCT
fis-3004	224	13	in	in	ADP
fis-3004	224	14	iop	iop	PROPN
fis-3004	224	15	conference	conference	NOUN
fis-3004	224	16	series	series	NOUN
fis-3004	224	17	:	:	PUNCT
fis-3004	224	18	materials	material	NOUN
fis-3004	224	19	science	science	NOUN
fis-3004	224	20	and	and	CCONJ
fis-3004	224	21	engineering	engineering	NOUN
fis-3004	224	22	,	,	PUNCT
fis-3004	224	23	675(1	675(1	NUM
fis-3004	224	24	)	)	PUNCT
fis-3004	224	25	,	,	PUNCT
fis-3004	224	26	p.	p.	NOUN
fis-3004	224	27	012026	012026	NUM
fis-3004	224	28	.	.	PUNCT
fis-3004	225	1	[	[	X
fis-3004	225	2	19	19	NUM
fis-3004	225	3	]	]	X
fis-3004	225	4	bennegadi	bennegadi	NOUN
fis-3004	225	5	,	,	PUNCT
fis-3004	225	6	m.	m.	NOUN
fis-3004	225	7	,	,	PUNCT
fis-3004	225	8	sereir	sereir	PROPN
fis-3004	225	9	,	,	PUNCT
fis-3004	225	10	z.	z.	PROPN
fis-3004	225	11	and	and	CCONJ
fis-3004	225	12	amziane	amziane	PROPN
fis-3004	225	13	,	,	PUNCT
fis-3004	225	14	s.	s.	PROPN
fis-3004	225	15	(	(	PUNCT
fis-3004	225	16	2013	2013	NUM
fis-3004	225	17	)	)	PUNCT
fis-3004	225	18	.	.	PUNCT
fis-3004	226	1	3d	3d	PROPN
fis-3004	226	2	nonlinear	nonlinear	PROPN
fis-3004	226	3	finite	finite	PROPN
fis-3004	226	4	element	element	NOUN
fis-3004	226	5	model	model	NOUN
fis-3004	226	6	for	for	ADP
fis-3004	226	7	the	the	DET
fis-3004	226	8	volume	volume	NOUN
fis-3004	226	9	optimization	optimization	NOUN
fis-3004	226	10	of	of	ADP
fis-3004	226	11	a	a	DET
fis-3004	226	12	rc	rc	PROPN
fis-3004	226	13	beam	beam	NOUN
fis-3004	226	14	externally	externally	ADV
fis-3004	226	15	reinforced	reinforce	VERB
fis-3004	226	16	with	with	ADP
fis-3004	226	17	a	a	DET
fis-3004	226	18	hfrp	hfrp	NOUN
fis-3004	226	19	plate	plate	NOUN
fis-3004	226	20	,	,	PUNCT
fis-3004	226	21	"	"	PUNCT
fis-3004	226	22	construction	construction	NOUN
fis-3004	226	23	and	and	CCONJ
fis-3004	226	24	building	building	NOUN
fis-3004	226	25	materials	material	NOUN
fis-3004	226	26	,	,	PUNCT
fis-3004	226	27	38	38	NUM
fis-3004	226	28	,	,	PUNCT
fis-3004	226	29	pp	pp	ADJ
fis-3004	226	30	.	.	PUNCT
fis-3004	227	1	1152	1152	NUM
fis-3004	227	2	-	-	SYM
fis-3004	227	3	1160	1160	NUM
fis-3004	227	4	.	.	PUNCT
fis-3004	228	1	[	[	X
fis-3004	228	2	20	20	NUM
fis-3004	228	3	]	]	PUNCT
fis-3004	228	4	bennati	bennati	NOUN
fis-3004	228	5	,	,	PUNCT
fis-3004	228	6	s.	s.	PROPN
fis-3004	228	7	,	,	PUNCT
fis-3004	228	8	dardano	dardano	PROPN
fis-3004	228	9	,	,	PUNCT
fis-3004	228	10	n.	n.	PROPN
fis-3004	228	11	and	and	CCONJ
fis-3004	228	12	valvo	valvo	PROPN
fis-3004	228	13	,	,	PUNCT
fis-3004	228	14	p.	p.	PROPN
fis-3004	228	15	s.	s.	PROPN
fis-3004	228	16	(	(	PUNCT
fis-3004	228	17	2012	2012	NUM
fis-3004	228	18	)	)	PUNCT
fis-3004	228	19	.	.	PUNCT
fis-3004	229	1	a	a	DET
fis-3004	229	2	mechanical	mechanical	ADJ
fis-3004	229	3	model	model	NOUN
fis-3004	229	4	for	for	ADP
fis-3004	229	5	frp	frp	PROPN
fis-3004	229	6	-	-	PUNCT
fis-3004	229	7	strengthened	strengthen	VERB
fis-3004	229	8	beams	beam	NOUN
fis-3004	229	9	in	in	ADP
fis-3004	229	10	bending	bend	VERB
fis-3004	229	11	,	,	PUNCT
fis-3004	229	12	frattura	frattura	PROPN
fis-3004	229	13	ed	ed	PROPN
fis-3004	229	14	integrità	integrità	PROPN
fis-3004	229	15	strutturale	strutturale	PROPN
fis-3004	229	16	,	,	PUNCT
fis-3004	229	17	6(22	6(22	NUM
fis-3004	229	18	)	)	PUNCT
fis-3004	229	19	,	,	PUNCT
fis-3004	229	20	pp	pp	ADP
fis-3004	229	21	.	.	PUNCT
fis-3004	230	1	39	39	NUM
fis-3004	230	2	-	-	SYM
fis-3004	230	3	55	55	NUM
fis-3004	230	4	.	.	PUNCT
fis-3004	231	1	k.	k.	PROPN
fis-3004	231	2	fawzy	fawzy	PROPN
fis-3004	231	3	et	et	PROPN
fis-3004	231	4	al	al	PROPN
fis-3004	231	5	,	,	PUNCT
fis-3004	231	6	frattura	frattura	PROPN
fis-3004	231	7	ed	ed	PROPN
fis-3004	231	8	integrità	integrità	PROPN
fis-3004	231	9	strutturale	strutturale	PROPN
fis-3004	231	10	,	,	PUNCT
fis-3004	231	11	56	56	NUM
fis-3004	231	12	(	(	PUNCT
fis-3004	231	13	2021	2021	NUM
fis-3004	231	14	)	)	PUNCT
fis-3004	231	15	123	123	NUM
fis-3004	231	16	-	-	SYM
fis-3004	231	17	136	136	NUM
fis-3004	231	18	;	;	PUNCT
fis-3004	231	19	doi	doi	NOUN
fis-3004	231	20	:	:	PUNCT
fis-3004	231	21	10.3221	10.3221	NUM
fis-3004	231	22	/	/	SYM
fis-3004	231	23	igf	igf	PROPN
fis-3004	231	24	-	-	ADJ
fis-3004	231	25	esis.56.10	esis.56.10	PROPN
fis-3004	231	26	136	136	NUM
fis-3004	231	27	[	[	X
fis-3004	231	28	21	21	NUM
fis-3004	231	29	]	]	X
fis-3004	231	30	boulebd	boulebd	NOUN
fis-3004	231	31	,	,	PUNCT
fis-3004	231	32	a.	a.	NOUN
fis-3004	231	33	,	,	PUNCT
fis-3004	231	34	noureddine	noureddine	PROPN
fis-3004	231	35	,	,	PUNCT
fis-3004	231	36	f.	f.	PROPN
fis-3004	231	37	,	,	PUNCT
fis-3004	231	38	mohcene	mohcene	PROPN
fis-3004	231	39	,	,	PUNCT
fis-3004	231	40	b.	b.	PROPN
fis-3004	231	41	and	and	CCONJ
fis-3004	231	42	mesbah	mesbah	PROPN
fis-3004	231	43	,	,	PUNCT
fis-3004	231	44	h.	h.	PROPN
fis-3004	231	45	(	(	PUNCT
fis-3004	231	46	2020	2020	NUM
fis-3004	231	47	)	)	PUNCT
fis-3004	231	48	.	.	PUNCT
fis-3004	232	1	modeling	modeling	NOUN
fis-3004	232	2	of	of	ADP
fis-3004	232	3	cfrp	cfrp	PROPN
fis-3004	232	4	strengthened	strengthen	VERB
fis-3004	232	5	rc	rc	PROPN
fis-3004	232	6	beams	beam	NOUN
fis-3004	232	7	using	use	VERB
fis-3004	232	8	the	the	DET
fis-3004	232	9	snsm	snsm	NOUN
fis-3004	232	10	technique	technique	NOUN
fis-3004	232	11	,	,	PUNCT
fis-3004	232	12	proposed	propose	VERB
fis-3004	232	13	as	as	ADP
fis-3004	232	14	an	an	DET
fis-3004	232	15	alternative	alternative	NOUN
fis-3004	232	16	to	to	ADP
fis-3004	232	17	nsm	nsm	PROPN
fis-3004	232	18	and	and	CCONJ
fis-3004	232	19	ebr	ebr	PROPN
fis-3004	232	20	techniques	technique	NOUN
fis-3004	232	21	,	,	PUNCT
fis-3004	232	22	frattura	frattura	PROPN
fis-3004	232	23	ed	ed	PROPN
fis-3004	232	24	integrità	integrità	PROPN
fis-3004	232	25	strutturale	strutturale	PROPN
fis-3004	232	26	,	,	PUNCT
fis-3004	232	27	54	54	NUM
fis-3004	232	28	,	,	PUNCT
fis-3004	232	29	pp	pp	ADJ
fis-3004	232	30	.	.	PUNCT
fis-3004	233	1	21	21	NUM
fis-3004	233	2	-	-	SYM
fis-3004	233	3	35	35	NUM
fis-3004	233	4	.	.	PUNCT
fis-3004	234	1	[	[	X
fis-3004	234	2	22	22	NUM
fis-3004	234	3	]	]	PUNCT
fis-3004	234	4	hawileh	hawileh	PROPN
fis-3004	234	5	,	,	PUNCT
fis-3004	234	6	r.	r.	PROPN
fis-3004	234	7	j.	j.	PROPN
fis-3004	234	8	m.	m.	PROPN
fis-3004	234	9	(	(	PUNCT
fis-3004	234	10	2015	2015	NUM
fis-3004	234	11	)	)	PUNCT
fis-3004	234	12	.	.	PUNCT
fis-3004	235	1	finite	finite	PROPN
fis-3004	235	2	element	element	NOUN
fis-3004	235	3	modeling	modeling	NOUN
fis-3004	235	4	of	of	ADP
fis-3004	235	5	reinforced	reinforce	VERB
fis-3004	235	6	concrete	concrete	ADJ
fis-3004	235	7	beams	beam	NOUN
fis-3004	235	8	with	with	ADP
fis-3004	235	9	a	a	DET
fis-3004	235	10	hybrid	hybrid	ADJ
fis-3004	235	11	combination	combination	NOUN
fis-3004	235	12	of	of	ADP
fis-3004	235	13	steel	steel	NOUN
fis-3004	235	14	and	and	CCONJ
fis-3004	235	15	aramid	aramid	NOUN
fis-3004	235	16	reinforcement	reinforcement	NOUN
fis-3004	235	17	,	,	PUNCT
fis-3004	235	18	materials	material	NOUN
fis-3004	235	19	and	and	CCONJ
fis-3004	235	20	design	design	NOUN
fis-3004	235	21	,	,	PUNCT
fis-3004	235	22	65	65	NUM
fis-3004	235	23	,	,	PUNCT
fis-3004	235	24	pp	pp	ADJ
fis-3004	235	25	.	.	PUNCT
fis-3004	236	1	831	831	NUM
fis-3004	236	2	-	-	SYM
fis-3004	236	3	839	839	NUM
fis-3004	236	4	.	.	PUNCT
fis-3004	237	1	[	[	X
fis-3004	237	2	23	23	NUM
fis-3004	237	3	]	]	PUNCT
fis-3004	237	4	a.	a.	PROPN
fis-3004	237	5	r.	r.	PROPN
fis-3004	237	6	j.	j.	PROPN
fis-3004	237	7	c.	c.	PROPN
fis-3004	237	8	version	version	PROPN
fis-3004	237	9	,	,	PUNCT
fis-3004	237	10	pa	pa	PROPN
fis-3004	237	11	,	,	PUNCT
fis-3004	237	12	12.1	12.1	NUM
fis-3004	237	13	.	.	NOUN
fis-3004	237	14	0	0	NUM
fis-3004	237	15	,	,	PUNCT
fis-3004	237	16	a	a	DET
fis-3004	237	17	finite	finite	ADJ
fis-3004	237	18	element	element	NOUN
fis-3004	237	19	computer	computer	NOUN
fis-3004	237	20	software	software	NOUN
fis-3004	237	21	and	and	CCONJ
fis-3004	237	22	user	user	NOUN
fis-3004	237	23	manual	manual	NOUN
fis-3004	237	24	for	for	ADP
fis-3004	237	25	nonlinear	nonlinear	ADJ
fis-3004	237	26	structural	structural	ADJ
fis-3004	237	27	analysis	analysis	NOUN
fis-3004	237	28	,	,	PUNCT
fis-3004	237	29	ansys	ansys	PROPN
fis-3004	237	30	inc	inc	PROPN
fis-3004	237	31	,	,	PUNCT
fis-3004	237	32	(	(	PUNCT
fis-3004	237	33	2009	2009	NUM
fis-3004	237	34	)	)	PUNCT
fis-3004	237	35	.	.	PUNCT