id	sid	tid	token	lemma	pos
fis-3298	1	1	microsoft	microsoft	PROPN
fis-3298	1	2	word	word	PROPN
fis-3298	1	3	numero_59_art_05_3298.docx	numero_59_art_05_3298.docx	VERB
fis-3298	1	4	m.	m.	NOUN
fis-3298	1	5	madqour	madqour	PRON
fis-3298	1	6	et	et	PROPN
fis-3298	1	7	al	al	PROPN
fis-3298	1	8	,	,	PUNCT
fis-3298	1	9	frattura	frattura	PROPN
fis-3298	1	10	ed	ed	PROPN
fis-3298	1	11	integrità	integrità	PROPN
fis-3298	1	12	strutturale	strutturale	PROPN
fis-3298	1	13	,	,	PUNCT
fis-3298	1	14	59	59	NUM
fis-3298	1	15	(	(	PUNCT
fis-3298	1	16	2022	2022	NUM
fis-3298	1	17	)	)	PUNCT
fis-3298	1	18	62	62	NUM
fis-3298	1	19	-	-	SYM
fis-3298	1	20	77	77	NUM
fis-3298	1	21	;	;	PUNCT
fis-3298	1	22	doi	doi	NOUN
fis-3298	1	23	:	:	PUNCT
fis-3298	1	24	10.3221	10.3221	NUM
fis-3298	1	25	/	/	SYM
fis-3298	1	26	igf	igf	PROPN
fis-3298	1	27	-	-	ADJ
fis-3298	1	28	esis.59.05	esis.59.05	ADJ
fis-3298	1	29	62	62	NUM
fis-3298	1	30	finite	finite	NOUN
fis-3298	1	31	element	element	NOUN
fis-3298	1	32	modeling	modeling	NOUN
fis-3298	1	33	of	of	ADP
fis-3298	1	34	flexural	flexural	ADJ
fis-3298	1	35	behavior	behavior	NOUN
fis-3298	1	36	of	of	ADP
fis-3298	1	37	reinforced	reinforce	VERB
fis-3298	1	38	concrete	concrete	ADJ
fis-3298	1	39	beams	beam	NOUN
fis-3298	1	40	externally	externally	ADV
fis-3298	1	41	strengthened	strengthen	VERB
fis-3298	1	42	with	with	ADP
fis-3298	1	43	cfrp	cfrp	NOUN
fis-3298	1	44	sheets	sheet	NOUN
fis-3298	1	45	mahmoud	mahmoud	PROPN
fis-3298	1	46	madqour	madqour	PROPN
fis-3298	1	47	,	,	PUNCT
fis-3298	1	48	hilal	hilal	PROPN
fis-3298	1	49	hassan	hassan	PROPN
fis-3298	1	50	,	,	PUNCT
fis-3298	1	51	khaled	khaled	PROPN
fis-3298	1	52	fawzy	fawzy	PROPN
fis-3298	1	53	structural	structural	PROPN
fis-3298	1	54	department	department	PROPN
fis-3298	1	55	,	,	PUNCT
fis-3298	1	56	zagazig	zagazig	PROPN
fis-3298	1	57	university	university	PROPN
fis-3298	1	58	,	,	PUNCT
fis-3298	1	59	egypt	egypt	PROPN
fis-3298	1	60	madqour42@gmail.com	madqour42@gmail.com	X
fis-3298	2	1	https://orcid.org/0000-0002-0994-2884	https://orcid.org/0000-0002-0994-2884	X
fis-3298	2	2	hilalcivil@yahoo.com	hilalcivil@yahoo.com	X
fis-3298	3	1	https://orcid.org/0000-0001-5486-5497	https://orcid.org/0000-0001-5486-5497	PROPN
fis-3298	3	2	khaled_lashen1@yahoo.com	khaled_lashen1@yahoo.com	PROPN
fis-3298	3	3	https://orcid.org/0000-0003-2275-4025	https://orcid.org/0000-0003-2275-4025	PROPN
fis-3298	3	4	abstract	abstract	NOUN
fis-3298	3	5	.	.	PUNCT
fis-3298	4	1	in	in	ADP
fis-3298	4	2	this	this	DET
fis-3298	4	3	research	research	NOUN
fis-3298	4	4	,	,	PUNCT
fis-3298	4	5	the	the	DET
fis-3298	4	6	finite	finite	PROPN
fis-3298	4	7	element	element	NOUN
fis-3298	4	8	method	method	NOUN
fis-3298	4	9	is	be	AUX
fis-3298	4	10	used	use	VERB
fis-3298	4	11	to	to	PART
fis-3298	4	12	develop	develop	VERB
fis-3298	4	13	a	a	DET
fis-3298	4	14	numerical	numerical	ADJ
fis-3298	4	15	model	model	NOUN
fis-3298	4	16	to	to	PART
fis-3298	4	17	analyse	analyse	VERB
fis-3298	4	18	the	the	DET
fis-3298	4	19	effect	effect	NOUN
fis-3298	4	20	of	of	ADP
fis-3298	4	21	the	the	DET
fis-3298	4	22	external	external	ADJ
fis-3298	4	23	strengthening	strengthening	NOUN
fis-3298	4	24	of	of	ADP
fis-3298	4	25	reinforced	reinforce	VERB
fis-3298	4	26	concrete	concrete	ADJ
fis-3298	4	27	beams	beam	NOUN
fis-3298	4	28	by	by	ADP
fis-3298	4	29	using	use	VERB
fis-3298	4	30	carbon	carbon	NOUN
fis-3298	4	31	fiber	fiber	NOUN
fis-3298	4	32	reinforced	reinforce	VERB
fis-3298	4	33	polymer	polymer	NOUN
fis-3298	4	34	(	(	PUNCT
fis-3298	4	35	cfrp	cfrp	NOUN
fis-3298	4	36	)	)	PUNCT
fis-3298	4	37	sheets	sheet	NOUN
fis-3298	4	38	.	.	PUNCT
fis-3298	5	1	a	a	DET
fis-3298	5	2	finite	finite	PROPN
fis-3298	5	3	element	element	NOUN
fis-3298	5	4	model	model	NOUN
fis-3298	5	5	has	have	AUX
fis-3298	5	6	been	be	AUX
fis-3298	5	7	developed	develop	VERB
fis-3298	5	8	to	to	PART
fis-3298	5	9	investigate	investigate	VERB
fis-3298	5	10	the	the	DET
fis-3298	5	11	behavior	behavior	NOUN
fis-3298	5	12	of	of	ADP
fis-3298	5	13	rc	rc	PROPN
fis-3298	5	14	beams	beam	NOUN
fis-3298	5	15	strengthened	strengthen	VERB
fis-3298	5	16	with	with	ADP
fis-3298	5	17	cfrp	cfrp	NOUN
fis-3298	5	18	sheets	sheet	NOUN
fis-3298	5	19	by	by	ADP
fis-3298	5	20	testing	test	VERB
fis-3298	5	21	nineteen	nineteen	NUM
fis-3298	5	22	externally	externally	ADV
fis-3298	5	23	simple	simple	ADJ
fis-3298	5	24	r.c	r.c	PROPN
fis-3298	5	25	.	.	PROPN
fis-3298	5	26	beams	beam	NOUN
fis-3298	5	27	,	,	PUNCT
fis-3298	5	28	tested	test	VERB
fis-3298	5	29	under	under	ADP
fis-3298	5	30	a	a	DET
fis-3298	5	31	four	four	NUM
fis-3298	5	32	-	-	PUNCT
fis-3298	5	33	point	point	NOUN
fis-3298	5	34	load	load	NOUN
fis-3298	5	35	setup	setup	NOUN
fis-3298	5	36	until	until	ADP
fis-3298	5	37	failure	failure	NOUN
fis-3298	5	38	.	.	PUNCT
fis-3298	6	1	various	various	ADJ
fis-3298	6	2	cfrp	cfrp	NOUN
fis-3298	6	3	systems	system	NOUN
fis-3298	6	4	were	be	AUX
fis-3298	6	5	used	use	VERB
fis-3298	6	6	to	to	PART
fis-3298	6	7	strengthen	strengthen	VERB
fis-3298	6	8	the	the	DET
fis-3298	6	9	specimens	specimen	NOUN
fis-3298	6	10	.	.	PUNCT
fis-3298	7	1	the	the	DET
fis-3298	7	2	numerical	numerical	ADJ
fis-3298	7	3	results	result	NOUN
fis-3298	7	4	using	use	VERB
fis-3298	7	5	the	the	DET
fis-3298	7	6	(	(	PUNCT
fis-3298	7	7	ansys	ansys	PROPN
fis-3298	7	8	workbench	workbench	PROPN
fis-3298	7	9	v.19.1	v.19.1	PROPN
fis-3298	7	10	)	)	PUNCT
fis-3298	7	11	were	be	AUX
fis-3298	7	12	calibrated	calibrate	VERB
fis-3298	7	13	and	and	CCONJ
fis-3298	7	14	validated	validate	VERB
fis-3298	7	15	with	with	ADP
fis-3298	7	16	the	the	DET
fis-3298	7	17	experimental	experimental	ADJ
fis-3298	7	18	results	result	NOUN
fis-3298	7	19	.	.	PUNCT
fis-3298	8	1	the	the	DET
fis-3298	8	2	research	research	NOUN
fis-3298	8	3	results	result	NOUN
fis-3298	8	4	indicate	indicate	VERB
fis-3298	8	5	a	a	DET
fis-3298	8	6	significant	significant	ADJ
fis-3298	8	7	improvement	improvement	NOUN
fis-3298	8	8	in	in	ADP
fis-3298	8	9	the	the	DET
fis-3298	8	10	structural	structural	ADJ
fis-3298	8	11	behavior	behavior	NOUN
fis-3298	8	12	of	of	ADP
fis-3298	8	13	the	the	DET
fis-3298	8	14	specimens	specimen	NOUN
fis-3298	8	15	strengthened	strengthen	VERB
fis-3298	8	16	using	use	VERB
fis-3298	8	17	cfrp	cfrp	PROPN
fis-3298	8	18	sheet	sheet	NOUN
fis-3298	8	19	systems	system	NOUN
fis-3298	8	20	.	.	PUNCT
fis-3298	9	1	then	then	ADV
fis-3298	9	2	the	the	DET
fis-3298	9	3	validated	validate	VERB
fis-3298	9	4	model	model	NOUN
fis-3298	9	5	investigated	investigate	VERB
fis-3298	9	6	the	the	DET
fis-3298	9	7	effect	effect	NOUN
fis-3298	9	8	of	of	ADP
fis-3298	9	9	the	the	DET
fis-3298	9	10	width	width	NOUN
fis-3298	9	11	of	of	ADP
fis-3298	9	12	cfrp	cfrp	NOUN
fis-3298	9	13	sheets	sheet	NOUN
fis-3298	9	14	,	,	PUNCT
fis-3298	9	15	no	no	PRON
fis-3298	9	16	of	of	ADP
fis-3298	9	17	layers	layer	NOUN
fis-3298	9	18	,	,	PUNCT
fis-3298	9	19	and	and	CCONJ
fis-3298	9	20	cfrp	cfrp	NOUN
fis-3298	9	21	size	size	NOUN
fis-3298	9	22	on	on	ADP
fis-3298	9	23	the	the	DET
fis-3298	9	24	behavior	behavior	NOUN
fis-3298	9	25	of	of	ADP
fis-3298	9	26	strengthened	strengthen	VERB
fis-3298	9	27	r.c	r.c	PROPN
fis-3298	9	28	.	.	PROPN
fis-3298	9	29	beams	beam	NOUN
fis-3298	9	30	.	.	PUNCT
fis-3298	10	1	results	result	NOUN
fis-3298	10	2	of	of	ADP
fis-3298	10	3	this	this	DET
fis-3298	10	4	numerical	numerical	ADJ
fis-3298	10	5	investigation	investigation	NOUN
fis-3298	10	6	show	show	VERB
fis-3298	10	7	the	the	DET
fis-3298	10	8	effectiveness	effectiveness	NOUN
fis-3298	10	9	of	of	ADP
fis-3298	10	10	increase	increase	NOUN
fis-3298	10	11	cfrp	cfrp	NOUN
fis-3298	10	12	width	width	VERB
fis-3298	10	13	to	to	PART
fis-3298	10	14	improve	improve	VERB
fis-3298	10	15	the	the	DET
fis-3298	10	16	flexural	flexural	ADJ
fis-3298	10	17	capacity	capacity	NOUN
fis-3298	10	18	of	of	ADP
fis-3298	10	19	r.c	r.c	PROPN
fis-3298	10	20	.	.	PROPN
fis-3298	10	21	beams	beam	NOUN
fis-3298	10	22	.	.	PUNCT
fis-3298	11	1	an	an	DET
fis-3298	11	2	increase	increase	NOUN
fis-3298	11	3	in	in	ADP
fis-3298	11	4	the	the	DET
fis-3298	11	5	flexural	flexural	ADJ
fis-3298	11	6	capacity	capacity	NOUN
fis-3298	11	7	up	up	ADP
fis-3298	11	8	to	to	PART
fis-3298	11	9	100	100	NUM
fis-3298	11	10	%	%	NOUN
fis-3298	11	11	compared	compare	VERB
fis-3298	11	12	to	to	ADP
fis-3298	11	13	the	the	DET
fis-3298	11	14	control	control	NOUN
fis-3298	11	15	beam	beam	NOUN
fis-3298	11	16	.	.	PUNCT
fis-3298	12	1	keywords	keyword	NOUN
fis-3298	12	2	.	.	PUNCT
fis-3298	13	1	strengthening	strengthen	VERB
fis-3298	13	2	;	;	PUNCT
fis-3298	13	3	carbon	carbon	NOUN
fis-3298	13	4	fiber	fiber	NOUN
fis-3298	13	5	reinforced	reinforce	VERB
fis-3298	13	6	polymer	polymer	NOUN
fis-3298	13	7	;	;	PUNCT
fis-3298	13	8	deflection	deflection	NOUN
fis-3298	13	9	;	;	PUNCT
fis-3298	13	10	ansys	ansys	X
fis-3298	13	11	;	;	PUNCT
fis-3298	13	12	ultimate	ultimate	ADJ
fis-3298	13	13	strength	strength	NOUN
fis-3298	13	14	.	.	PUNCT
fis-3298	14	1	citation	citation	NOUN
fis-3298	14	2	.	.	PUNCT
fis-3298	15	1	mahmoud	mahmoud	PROPN
fis-3298	15	2	madqour	madqour	PROPN
fis-3298	15	3	,	,	PUNCT
fis-3298	15	4	hilal	hilal	PROPN
fis-3298	15	5	hassan	hassan	PROPN
fis-3298	15	6	.	.	PROPN
fis-3298	15	7	,	,	PUNCT
fis-3298	15	8	khalid	khalid	PROPN
fis-3298	15	9	fawzi	fawzi	PROPN
fis-3298	15	10	.	.	PUNCT
fis-3298	15	11	,	,	PUNCT
fis-3298	15	12	finite	finite	PROPN
fis-3298	15	13	element	element	NOUN
fis-3298	15	14	modeling	modeling	NOUN
fis-3298	15	15	of	of	ADP
fis-3298	15	16	flexural	flexural	ADJ
fis-3298	15	17	behavior	behavior	NOUN
fis-3298	15	18	of	of	ADP
fis-3298	15	19	reinforced	reinforce	VERB
fis-3298	15	20	concrete	concrete	ADJ
fis-3298	15	21	beams	beam	NOUN
fis-3298	15	22	externally	externally	ADV
fis-3298	15	23	strengthened	strengthen	VERB
fis-3298	15	24	with	with	ADP
fis-3298	15	25	cfrp	cfrp	NOUN
fis-3298	15	26	sheets	sheet	NOUN
fis-3298	15	27	,	,	PUNCT
fis-3298	15	28	frattura	frattura	PROPN
fis-3298	15	29	ed	ed	PROPN
fis-3298	15	30	integrità	integrità	PROPN
fis-3298	15	31	strutturale	strutturale	PROPN
fis-3298	15	32	,	,	PUNCT
fis-3298	15	33	59	59	NUM
fis-3298	15	34	(	(	PUNCT
fis-3298	15	35	2022	2022	NUM
fis-3298	15	36	)	)	PUNCT
fis-3298	15	37	62	62	NUM
fis-3298	15	38	-	-	SYM
fis-3298	15	39	77	77	NUM
fis-3298	15	40	.	.	PUNCT
fis-3298	16	1	received	receive	VERB
fis-3298	16	2	:	:	PUNCT
fis-3298	16	3	30.08.2021	30.08.2021	NUM
fis-3298	16	4	accepted	accept	VERB
fis-3298	16	5	:	:	PUNCT
fis-3298	16	6	30.09.2021	30.09.2021	NUM
fis-3298	16	7	published	publish	VERB
fis-3298	16	8	:	:	PUNCT
fis-3298	16	9	01.01.2022	01.01.2022	PROPN
fis-3298	16	10	copyright	copyright	NOUN
fis-3298	16	11	:	:	PUNCT
fis-3298	16	12	©	©	PROPN
fis-3298	16	13	2022	2022	NUM
fis-3298	16	14	this	this	PRON
fis-3298	16	15	is	be	AUX
fis-3298	16	16	an	an	DET
fis-3298	16	17	open	open	ADJ
fis-3298	16	18	access	access	NOUN
fis-3298	16	19	article	article	NOUN
fis-3298	16	20	under	under	ADP
fis-3298	16	21	the	the	DET
fis-3298	16	22	terms	term	NOUN
fis-3298	16	23	of	of	ADP
fis-3298	16	24	the	the	DET
fis-3298	16	25	cc	cc	NOUN
fis-3298	16	26	-	-	PUNCT
fis-3298	16	27	by	by	ADP
fis-3298	16	28	4.0	4.0	NUM
fis-3298	16	29	,	,	PUNCT
fis-3298	16	30	which	which	PRON
fis-3298	16	31	permits	permit	VERB
fis-3298	16	32	unrestricted	unrestricted	ADJ
fis-3298	16	33	use	use	NOUN
fis-3298	16	34	,	,	PUNCT
fis-3298	16	35	distribution	distribution	NOUN
fis-3298	16	36	,	,	PUNCT
fis-3298	16	37	and	and	CCONJ
fis-3298	16	38	reproduction	reproduction	NOUN
fis-3298	16	39	in	in	ADP
fis-3298	16	40	any	any	DET
fis-3298	16	41	medium	medium	NOUN
fis-3298	16	42	,	,	PUNCT
fis-3298	16	43	provided	provide	VERB
fis-3298	16	44	the	the	DET
fis-3298	16	45	original	original	ADJ
fis-3298	16	46	author	author	NOUN
fis-3298	16	47	and	and	CCONJ
fis-3298	16	48	source	source	NOUN
fis-3298	16	49	are	be	AUX
fis-3298	16	50	credited	credit	VERB
fis-3298	16	51	.	.	PUNCT
fis-3298	17	1	introduction	introduction	NOUN
fis-3298	17	2	ver	ver	PROPN
fis-3298	17	3	the	the	DET
fis-3298	17	4	past	past	ADJ
fis-3298	17	5	decades	decade	NOUN
fis-3298	17	6	,	,	PUNCT
fis-3298	17	7	(	(	PUNCT
fis-3298	17	8	frp	frp	PROPN
fis-3298	17	9	)	)	PUNCT
fis-3298	17	10	has	have	AUX
fis-3298	17	11	been	be	AUX
fis-3298	17	12	commonly	commonly	ADV
fis-3298	17	13	used	use	VERB
fis-3298	17	14	to	to	PART
fis-3298	17	15	repair	repair	VERB
fis-3298	17	16	and	and	CCONJ
fis-3298	17	17	rehabilitate	rehabilitate	VERB
fis-3298	17	18	civil	civil	ADJ
fis-3298	17	19	structures	structure	NOUN
fis-3298	17	20	,	,	PUNCT
fis-3298	17	21	showing	show	VERB
fis-3298	17	22	signs	sign	NOUN
fis-3298	17	23	of	of	ADP
fis-3298	17	24	aging	age	VERB
fis-3298	17	25	degradation	degradation	NOUN
fis-3298	17	26	and	and	CCONJ
fis-3298	17	27	distress	distress	NOUN
fis-3298	17	28	.	.	PUNCT
fis-3298	18	1	(	(	PUNCT
fis-3298	18	2	cfrp	cfrp	NOUN
fis-3298	18	3	)	)	PUNCT
fis-3298	18	4	is	be	AUX
fis-3298	18	5	a	a	DET
fis-3298	18	6	brittle	brittle	ADJ
fis-3298	18	7	material	material	NOUN
fis-3298	18	8	that	that	PRON
fis-3298	18	9	typically	typically	ADV
fis-3298	18	10	fails	fail	VERB
fis-3298	18	11	at	at	ADP
fis-3298	18	12	a	a	DET
fis-3298	18	13	lower	low	ADJ
fis-3298	18	14	load	load	NOUN
fis-3298	18	15	level	level	NOUN
fis-3298	18	16	(	(	PUNCT
fis-3298	18	17	i.e.	i.e.	X
fis-3298	18	18	,	,	PUNCT
fis-3298	18	19	horizontal	horizontal	ADJ
fis-3298	18	20	crack	crack	NOUN
fis-3298	18	21	propagation	propagation	NOUN
fis-3298	18	22	or	or	CCONJ
fis-3298	18	23	debonding	debonding	NOUN
fis-3298	18	24	)	)	PUNCT
fis-3298	18	25	.	.	PUNCT
fis-3298	19	1	as	as	ADP
fis-3298	19	2	a	a	DET
fis-3298	19	3	result	result	NOUN
fis-3298	19	4	,	,	PUNCT
fis-3298	19	5	the	the	DET
fis-3298	19	6	ultimate	ultimate	ADJ
fis-3298	19	7	capacity	capacity	NOUN
fis-3298	19	8	of	of	ADP
fis-3298	19	9	the	the	DET
fis-3298	19	10	reinforced	reinforce	VERB
fis-3298	19	11	concrete	concrete	ADJ
fis-3298	19	12	structural	structural	ADJ
fis-3298	19	13	elements	element	NOUN
fis-3298	19	14	is	be	AUX
fis-3298	19	15	challenging	challenge	VERB
fis-3298	19	16	to	to	PART
fis-3298	19	17	achieve	achieve	VERB
fis-3298	19	18	.	.	PUNCT
fis-3298	20	1	,	,	PUNCT
fis-3298	20	2	kang	kang	PROPN
fis-3298	20	3	et	et	PROPN
fis-3298	20	4	al	al	PROPN
fis-3298	20	5	.	.	PROPN
fis-3298	20	6	,[1	,[1	PROPN
fis-3298	20	7	]	]	PUNCT
fis-3298	20	8	.	.	PUNCT
fis-3298	21	1	in	in	ADP
fis-3298	21	2	the	the	DET
fis-3298	21	3	past	past	NOUN
fis-3298	21	4	,	,	PUNCT
fis-3298	21	5	various	various	ADJ
fis-3298	21	6	researchers	researcher	NOUN
fis-3298	21	7	conducted	conduct	VERB
fis-3298	21	8	studies	study	NOUN
fis-3298	21	9	on	on	ADP
fis-3298	21	10	reinforced	reinforce	VERB
fis-3298	21	11	concrete	concrete	ADJ
fis-3298	21	12	beams	beam	NOUN
fis-3298	21	13	with	with	ADP
fis-3298	21	14	cfrp	cfrp	NOUN
fis-3298	21	15	retrofitted	retrofit	VERB
fis-3298	21	16	in	in	ADP
fis-3298	21	17	flexure	flexure	NOUN
fis-3298	21	18	,	,	PUNCT
fis-3298	21	19	and	and	CCONJ
fis-3298	21	20	the	the	DET
fis-3298	21	21	failure	failure	NOUN
fis-3298	21	22	patterns	pattern	NOUN
fis-3298	21	23	were	be	AUX
fis-3298	21	24	observed	observe	VERB
fis-3298	21	25	[	[	PUNCT
fis-3298	21	26	2	2	NUM
fis-3298	21	27	-	-	SYM
fis-3298	21	28	4	4	NUM
fis-3298	21	29	]	]	PUNCT
fis-3298	21	30	.	.	PUNCT
fis-3298	22	1	recent	recent	ADJ
fis-3298	22	2	research	research	NOUN
fis-3298	22	3	has	have	AUX
fis-3298	22	4	focused	focus	VERB
fis-3298	22	5	on	on	ADP
fis-3298	22	6	the	the	DET
fis-3298	22	7	impact	impact	NOUN
fis-3298	22	8	of	of	ADP
fis-3298	22	9	geometric	geometric	ADJ
fis-3298	22	10	factors	factor	NOUN
fis-3298	22	11	such	such	ADJ
fis-3298	22	12	as	as	ADP
fis-3298	22	13	length	length	NOUN
fis-3298	22	14	and	and	CCONJ
fis-3298	22	15	the	the	DET
fis-3298	22	16	frp	frp	PROPN
fis-3298	22	17	–	–	PUNCT
fis-3298	22	18	concrete	concrete	ADJ
fis-3298	22	19	width	width	ADJ
fis-3298	22	20	ratio	ratio	NOUN
fis-3298	22	21	.	.	PUNCT
fis-3298	23	1	it	it	PRON
fis-3298	23	2	has	have	AUX
fis-3298	23	3	been	be	AUX
fis-3298	23	4	shown	show	VERB
fis-3298	23	5	that	that	SCONJ
fis-3298	23	6	the	the	DET
fis-3298	23	7	ultimate	ultimate	ADJ
fis-3298	23	8	stress	stress	NOUN
fis-3298	23	9	for	for	ADP
fis-3298	23	10	debonding	debonding	NOUN
fis-3298	23	11	increases	increase	NOUN
fis-3298	23	12	with	with	ADP
fis-3298	23	13	bonded	bond	VERB
fis-3298	23	14	length	length	NOUN
fis-3298	23	15	up	up	ADP
fis-3298	23	16	to	to	ADP
fis-3298	23	17	a	a	DET
fis-3298	23	18	critical	critical	ADJ
fis-3298	23	19	bond	bond	NOUN
fis-3298	23	20	length	length	NOUN
fis-3298	23	21	.	.	PUNCT
fis-3298	24	1	although	although	SCONJ
fis-3298	24	2	numerous	numerous	ADJ
fis-3298	24	3	researchers	researcher	NOUN
fis-3298	24	4	have	have	AUX
fis-3298	24	5	presented	present	VERB
fis-3298	24	6	results	result	NOUN
fis-3298	24	7	demonstrating	demonstrate	VERB
fis-3298	24	8	the	the	DET
fis-3298	24	9	influence	influence	NOUN
fis-3298	24	10	of	of	ADP
fis-3298	24	11	frp	frp	PROPN
fis-3298	24	12	laminate	laminate	PROPN
fis-3298	24	13	width	width	NOUN
fis-3298	24	14	on	on	ADP
fis-3298	24	15	ultimate	ultimate	ADJ
fis-3298	24	16	load	load	NOUN
fis-3298	24	17	,	,	PUNCT
fis-3298	24	18	these	these	DET
fis-3298	24	19	results	result	NOUN
fis-3298	24	20	are	be	AUX
fis-3298	24	21	frequently	frequently	ADV
fis-3298	24	22	inconsistent	inconsistent	ADJ
fis-3298	24	23	[	[	X
fis-3298	24	24	5–7	5–7	NOUN
fis-3298	24	25	]	]	PUNCT
fis-3298	24	26	.	.	PUNCT
fis-3298	25	1	the	the	DET
fis-3298	25	2	available	available	ADJ
fis-3298	25	3	results	result	NOUN
fis-3298	25	4	in	in	ADP
fis-3298	25	5	the	the	DET
fis-3298	25	6	literature	literature	NOUN
fis-3298	25	7	are	be	AUX
fis-3298	25	8	frequently	frequently	ADV
fis-3298	25	9	contradictory	contradictory	ADJ
fis-3298	25	10	.	.	PUNCT
fis-3298	26	1	while	while	SCONJ
fis-3298	26	2	some	some	DET
fis-3298	26	3	o	o	NOUN
fis-3298	26	4	https://youtu.be/fsvmddevrec	https://youtu.be/fsvmddevrec	PRON
fis-3298	26	5	m.	m.	NOUN
fis-3298	26	6	madqour	madqour	PROPN
fis-3298	26	7	et	et	PROPN
fis-3298	26	8	al	al	PROPN
fis-3298	26	9	,	,	PUNCT
fis-3298	26	10	frattura	frattura	PROPN
fis-3298	26	11	ed	ed	PROPN
fis-3298	26	12	integrità	integrità	PROPN
fis-3298	26	13	strutturale	strutturale	PROPN
fis-3298	26	14	,	,	PUNCT
fis-3298	26	15	59	59	NUM
fis-3298	26	16	(	(	PUNCT
fis-3298	26	17	2022	2022	NUM
fis-3298	26	18	)	)	PUNCT
fis-3298	26	19	62	62	NUM
fis-3298	26	20	-	-	SYM
fis-3298	26	21	77	77	NUM
fis-3298	26	22	;	;	PUNCT
fis-3298	26	23	doi	doi	NOUN
fis-3298	26	24	:	:	PUNCT
fis-3298	26	25	10.3221	10.3221	NUM
fis-3298	26	26	/	/	SYM
fis-3298	26	27	igf	igf	PROPN
fis-3298	26	28	-	-	ADJ
fis-3298	26	29	esis.59.05	esis.59.05	ADJ
fis-3298	26	30	63	63	NUM
fis-3298	26	31	studies	study	NOUN
fis-3298	26	32	have	have	AUX
fis-3298	26	33	indicated	indicate	VERB
fis-3298	26	34	that	that	SCONJ
fis-3298	26	35	average	average	ADJ
fis-3298	26	36	bond	bond	NOUN
fis-3298	26	37	strength	strength	NOUN
fis-3298	26	38	decreases	decrease	VERB
fis-3298	26	39	with	with	ADP
fis-3298	26	40	frp	frp	PROPN
fis-3298	26	41	width	width	NOUN
fis-3298	26	42	[	[	X
fis-3298	26	43	5	5	NUM
fis-3298	26	44	]	]	PUNCT
fis-3298	26	45	,	,	PUNCT
fis-3298	26	46	others	other	NOUN
fis-3298	26	47	have	have	AUX
fis-3298	26	48	found	find	VERB
fis-3298	26	49	that	that	SCONJ
fis-3298	26	50	bond	bond	NOUN
fis-3298	26	51	strength	strength	NOUN
fis-3298	26	52	increases	increase	VERB
fis-3298	26	53	with	with	ADP
fis-3298	26	54	frp	frp	PROPN
fis-3298	26	55	width	width	NOUN
fis-3298	26	56	[	[	X
fis-3298	26	57	8	8	NUM
fis-3298	26	58	]	]	SYM
fis-3298	26	59	.	.	PUNCT
fis-3298	27	1	travassos	travassos	NUM
fis-3298	27	2	et	et	PROPN
fis-3298	27	3	al	al	PROPN
fis-3298	28	1	[	[	X
fis-3298	28	2	9	9	NUM
fis-3298	28	3	]	]	PUNCT
fis-3298	28	4	suggested	suggest	VERB
fis-3298	28	5	adding	add	VERB
fis-3298	28	6	more	more	ADJ
fis-3298	28	7	cfrp	cfrp	NOUN
fis-3298	28	8	composite	composite	NOUN
fis-3298	28	9	at	at	ADP
fis-3298	28	10	the	the	DET
fis-3298	28	11	ends	end	NOUN
fis-3298	28	12	of	of	ADP
fis-3298	28	13	the	the	DET
fis-3298	28	14	cfrp	cfrp	NOUN
fis-3298	28	15	plate	plate	NOUN
fis-3298	28	16	to	to	PART
fis-3298	28	17	prevent	prevent	VERB
fis-3298	28	18	premature	premature	ADJ
fis-3298	28	19	debonding	debonding	NOUN
fis-3298	28	20	.	.	PUNCT
fis-3298	29	1	two	two	NUM
fis-3298	29	2	approaches	approach	NOUN
fis-3298	29	3	were	be	AUX
fis-3298	29	4	offered	offer	VERB
fis-3298	29	5	in	in	ADP
fis-3298	29	6	particular	particular	ADJ
fis-3298	29	7	:	:	PUNCT
fis-3298	29	8	(	(	PUNCT
fis-3298	29	9	i	i	NOUN
fis-3298	29	10	)	)	PUNCT
fis-3298	29	11	addition	addition	NOUN
fis-3298	29	12	of	of	ADP
fis-3298	29	13	more	more	ADJ
fis-3298	29	14	layers	layer	NOUN
fis-3298	29	15	of	of	ADP
fis-3298	29	16	rectangular	rectangular	ADJ
fis-3298	29	17	cfrp	cfrp	NOUN
fis-3298	29	18	sheets	sheet	NOUN
fis-3298	29	19	;	;	PUNCT
fis-3298	29	20	and	and	CCONJ
fis-3298	29	21	(	(	PUNCT
fis-3298	29	22	ii	ii	NOUN
fis-3298	29	23	)	)	PUNCT
fis-3298	29	24	addition	addition	NOUN
fis-3298	29	25	of	of	ADP
fis-3298	29	26	more	more	ADJ
fis-3298	29	27	layers	layer	NOUN
fis-3298	29	28	of	of	ADP
fis-3298	29	29	cfrp	cfrp	NOUN
fis-3298	29	30	sheets	sheet	NOUN
fis-3298	29	31	across	across	ADP
fis-3298	29	32	the	the	DET
fis-3298	29	33	main	main	ADJ
fis-3298	29	34	cfrp	cfrp	NOUN
fis-3298	29	35	plate	plate	NOUN
fis-3298	29	36	.	.	PUNCT
fis-3298	30	1	hasnat	hasnat	PROPN
fis-3298	30	2	et	et	PROPN
fis-3298	30	3	al	al	PROPN
fis-3298	30	4	.	.	PUNCT
fis-3298	31	1	[	[	X
fis-3298	31	2	10	10	NUM
fis-3298	31	3	]	]	PUNCT
fis-3298	31	4	studied	study	VERB
fis-3298	31	5	reinforced	reinforce	VERB
fis-3298	31	6	concrete	concrete	ADJ
fis-3298	31	7	beams	beam	NOUN
fis-3298	31	8	strengthened	strengthen	VERB
fis-3298	31	9	by	by	ADP
fis-3298	31	10	carbon	carbon	NOUN
fis-3298	31	11	-	-	PUNCT
fis-3298	31	12	fiber	fiber	NOUN
fis-3298	31	13	-	-	PUNCT
fis-3298	31	14	reinforced	reinforce	VERB
fis-3298	31	15	polymer	polymer	NOUN
fis-3298	31	16	sheets	sheet	NOUN
fis-3298	31	17	.	.	PUNCT
fis-3298	32	1	a	a	DET
fis-3298	32	2	cfrp	cfrp	PROPN
fis-3298	32	3	wrap	wrap	PROPN
fis-3298	32	4	(	(	PUNCT
fis-3298	32	5	u	u	NOUN
fis-3298	32	6	-	-	NOUN
fis-3298	32	7	shape	shape	NOUN
fis-3298	32	8	)	)	PUNCT
fis-3298	32	9	had	have	AUX
fis-3298	32	10	prevented	prevent	VERB
fis-3298	32	11	the	the	DET
fis-3298	32	12	premature	premature	ADJ
fis-3298	32	13	cover	cover	NOUN
fis-3298	32	14	from	from	ADP
fis-3298	32	15	debonding	debonde	VERB
fis-3298	32	16	,	,	PUNCT
fis-3298	32	17	increasing	increase	VERB
fis-3298	32	18	the	the	DET
fis-3298	32	19	final	final	ADJ
fis-3298	32	20	moment	moment	NOUN
fis-3298	32	21	's	's	PART
fis-3298	32	22	efficiency	efficiency	NOUN
fis-3298	32	23	.	.	PUNCT
fis-3298	33	1	the	the	DET
fis-3298	33	2	study	study	NOUN
fis-3298	33	3	on	on	ADP
fis-3298	33	4	reinforced	reinforce	VERB
fis-3298	33	5	concrete	concrete	ADJ
fis-3298	33	6	beams	beam	NOUN
fis-3298	33	7	,	,	PUNCT
fis-3298	33	8	consisting	consist	VERB
fis-3298	33	9	of	of	ADP
fis-3298	33	10	a	a	DET
fis-3298	33	11	t	t	NOUN
fis-3298	33	12	-	-	PUNCT
fis-3298	33	13	section	section	NOUN
fis-3298	33	14	,	,	PUNCT
fis-3298	33	15	was	be	AUX
fis-3298	33	16	carried	carry	VERB
fis-3298	33	17	out	out	ADP
fis-3298	33	18	by	by	ADP
fis-3298	33	19	mostafa	mostafa	PROPN
fis-3298	33	20	et	et	PROPN
fis-3298	33	21	al	al	PROPN
fis-3298	33	22	.	.	PUNCT
fis-3298	34	1	[	[	X
fis-3298	34	2	11	11	NUM
fis-3298	34	3	]	]	PUNCT
fis-3298	34	4	.	.	PUNCT
fis-3298	35	1	lusis	lusis	VERB
fis-3298	35	2	et	et	PROPN
fis-3298	35	3	al	al	PROPN
fis-3298	35	4	.	.	PUNCT
fis-3298	36	1	[	[	X
fis-3298	36	2	12	12	NUM
fis-3298	36	3	]	]	PUNCT
fis-3298	36	4	investigated	investigate	VERB
fis-3298	36	5	the	the	DET
fis-3298	36	6	influence	influence	NOUN
fis-3298	36	7	of	of	ADP
fis-3298	36	8	insertion	insertion	NOUN
fis-3298	36	9	of	of	ADP
fis-3298	36	10	short	short	ADJ
fis-3298	36	11	fibers	fiber	NOUN
fis-3298	36	12	on	on	ADP
fis-3298	36	13	reinforced	reinforce	VERB
fis-3298	36	14	concrete	concrete	NOUN
fis-3298	36	15	's	's	PART
fis-3298	36	16	mechanical	mechanical	ADJ
fis-3298	36	17	characteristics	characteristic	NOUN
fis-3298	36	18	using	use	VERB
fis-3298	36	19	a	a	DET
fis-3298	36	20	series	series	NOUN
fis-3298	36	21	of	of	ADP
fis-3298	36	22	experiments	experiment	NOUN
fis-3298	36	23	and	and	CCONJ
fis-3298	36	24	numerical	numerical	ADJ
fis-3298	36	25	analysis	analysis	NOUN
fis-3298	36	26	.	.	PUNCT
fis-3298	37	1	they	they	PRON
fis-3298	37	2	had	have	VERB
fis-3298	37	3	a	a	DET
fis-3298	37	4	significant	significant	ADJ
fis-3298	37	5	effect	effect	NOUN
fis-3298	37	6	on	on	ADP
fis-3298	37	7	the	the	DET
fis-3298	37	8	tensile	tensile	NOUN
fis-3298	37	9	strength	strength	NOUN
fis-3298	37	10	of	of	ADP
fis-3298	37	11	the	the	DET
fis-3298	37	12	structure	structure	NOUN
fis-3298	37	13	.	.	PUNCT
fis-3298	38	1	abid	abid	PROPN
fis-3298	38	2	et	et	PROPN
fis-3298	38	3	al	al	PROPN
fis-3298	38	4	.	.	PUNCT
fis-3298	39	1	[	[	X
fis-3298	39	2	13	13	NUM
fis-3298	39	3	]	]	PUNCT
fis-3298	39	4	performed	perform	VERB
fis-3298	39	5	a	a	DET
fis-3298	39	6	systematic	systematic	ADJ
fis-3298	39	7	analysis	analysis	NOUN
fis-3298	39	8	of	of	ADP
fis-3298	39	9	previous	previous	ADJ
fis-3298	39	10	scientific	scientific	ADJ
fis-3298	39	11	studies	study	NOUN
fis-3298	39	12	based	base	VERB
fis-3298	39	13	on	on	ADP
fis-3298	39	14	the	the	DET
fis-3298	39	15	strength	strength	NOUN
fis-3298	39	16	and	and	CCONJ
fis-3298	39	17	durability	durability	NOUN
fis-3298	39	18	of	of	ADP
fis-3298	39	19	concrete	concrete	ADJ
fis-3298	39	20	beams	beam	NOUN
fis-3298	39	21	externally	externally	ADV
fis-3298	39	22	covered	cover	VERB
fis-3298	39	23	by	by	ADP
fis-3298	39	24	frp	frp	PROPN
fis-3298	39	25	reinforcement	reinforcement	NOUN
fis-3298	39	26	.	.	PUNCT
fis-3298	40	1	the	the	DET
fis-3298	40	2	research	research	NOUN
fis-3298	40	3	study	study	NOUN
fis-3298	40	4	focused	focus	VERB
fis-3298	40	5	on	on	ADP
fis-3298	40	6	bond	bond	NOUN
fis-3298	40	7	behavior	behavior	NOUN
fis-3298	40	8	,	,	PUNCT
fis-3298	40	9	testing	testing	NOUN
fis-3298	40	10	techniques	technique	NOUN
fis-3298	40	11	,	,	PUNCT
fis-3298	40	12	and	and	CCONJ
fis-3298	40	13	models	model	NOUN
fis-3298	40	14	used	use	VERB
fis-3298	40	15	to	to	PART
fis-3298	40	16	determine	determine	VERB
fis-3298	40	17	bond	bond	NOUN
fis-3298	40	18	performance	performance	NOUN
fis-3298	40	19	.	.	PUNCT
fis-3298	41	1	bennegadi	bennegadi	PROPN
fis-3298	41	2	et	et	PROPN
fis-3298	41	3	al	al	PROPN
fis-3298	41	4	.	.	PUNCT
fis-3298	42	1	[	[	X
fis-3298	42	2	14	14	NUM
fis-3298	42	3	]	]	PUNCT
fis-3298	42	4	developed	develop	VERB
fis-3298	42	5	a	a	DET
fis-3298	42	6	numerical	numerical	ADJ
fis-3298	42	7	model	model	NOUN
fis-3298	42	8	for	for	ADP
fis-3298	42	9	optimization	optimization	NOUN
fis-3298	42	10	of	of	ADP
fis-3298	42	11	reinforced	reinforce	VERB
fis-3298	42	12	concrete	concrete	ADJ
fis-3298	42	13	beams	beam	NOUN
fis-3298	42	14	by	by	ADP
fis-3298	42	15	external	external	ADJ
fis-3298	42	16	(	(	PUNCT
fis-3298	42	17	hfrp	hfrp	NOUN
fis-3298	42	18	)	)	PUNCT
fis-3298	42	19	plate	plate	NOUN
fis-3298	42	20	,	,	PUNCT
fis-3298	42	21	and	and	CCONJ
fis-3298	42	22	they	they	PRON
fis-3298	42	23	found	find	VERB
fis-3298	42	24	that	that	SCONJ
fis-3298	42	25	the	the	DET
fis-3298	42	26	ultimate	ultimate	ADJ
fis-3298	42	27	load	load	NOUN
fis-3298	42	28	of	of	ADP
fis-3298	42	29	the	the	DET
fis-3298	42	30	reinforced	reinforce	VERB
fis-3298	42	31	concrete	concrete	ADJ
fis-3298	42	32	beam	beam	NOUN
fis-3298	42	33	was	be	AUX
fis-3298	42	34	increased	increase	VERB
fis-3298	42	35	when	when	SCONJ
fis-3298	42	36	compared	compare	VERB
fis-3298	42	37	to	to	ADP
fis-3298	42	38	the	the	DET
fis-3298	42	39	reference	reference	NOUN
fis-3298	42	40	beam	beam	NOUN
fis-3298	42	41	,	,	PUNCT
fis-3298	42	42	the	the	DET
fis-3298	42	43	geometrical	geometrical	ADJ
fis-3298	42	44	and	and	CCONJ
fis-3298	42	45	mechanical	mechanical	ADJ
fis-3298	42	46	properties	property	NOUN
fis-3298	42	47	of	of	ADP
fis-3298	42	48	the	the	DET
fis-3298	42	49	hfrp	hfrp	NOUN
fis-3298	42	50	plate	plate	NOUN
fis-3298	42	51	must	must	AUX
fis-3298	42	52	be	be	AUX
fis-3298	42	53	optimized	optimize	VERB
fis-3298	42	54	.	.	PUNCT
fis-3298	43	1	el	el	PROPN
fis-3298	43	2	-	-	PROPN
fis-3298	43	3	ghandour	ghandour	PROPN
fis-3298	44	1	[	[	X
fis-3298	44	2	15	15	NUM
fis-3298	44	3	]	]	PUNCT
fis-3298	44	4	carried	carry	VERB
fis-3298	44	5	out	out	ADP
fis-3298	44	6	three	three	NUM
fis-3298	44	7	-	-	PUNCT
fis-3298	44	8	point	point	NOUN
fis-3298	44	9	load	load	NOUN
fis-3298	44	10	checks	check	NOUN
fis-3298	44	11	on	on	ADP
fis-3298	44	12	seven	seven	NUM
fis-3298	44	13	half	half	ADJ
fis-3298	44	14	-	-	PUNCT
fis-3298	44	15	scale	scale	NOUN
fis-3298	44	16	reinforced	reinforce	VERB
fis-3298	44	17	concrete	concrete	ADJ
fis-3298	44	18	beams	beam	NOUN
fis-3298	44	19	,	,	PUNCT
fis-3298	44	20	strengthened	strengthen	VERB
fis-3298	44	21	with	with	ADP
fis-3298	44	22	longitudinal	longitudinal	ADJ
fis-3298	44	23	cfrp	cfrp	NOUN
fis-3298	44	24	sheets	sheet	NOUN
fis-3298	44	25	and	and	CCONJ
fis-3298	44	26	u	u	NOUN
fis-3298	44	27	-	-	NOUN
fis-3298	44	28	wraps	wrap	NOUN
fis-3298	44	29	.	.	PUNCT
fis-3298	45	1	kara	kara	NOUN
fis-3298	45	2	and	and	CCONJ
fis-3298	45	3	ashour	ashour	PRON
fis-3298	45	4	[	[	X
fis-3298	45	5	16	16	NUM
fis-3298	45	6	]	]	PUNCT
fis-3298	45	7	developed	develop	VERB
fis-3298	45	8	a	a	DET
fis-3298	45	9	numerical	numerical	ADJ
fis-3298	45	10	system	system	NOUN
fis-3298	45	11	for	for	ADP
fis-3298	45	12	predicting	predict	VERB
fis-3298	45	13	curvature	curvature	NOUN
fis-3298	45	14	,	,	PUNCT
fis-3298	45	15	deflection	deflection	NOUN
fis-3298	45	16	,	,	PUNCT
fis-3298	45	17	and	and	CCONJ
fis-3298	45	18	the	the	DET
fis-3298	45	19	moment	moment	NOUN
fis-3298	45	20	capacity	capacity	NOUN
fis-3298	45	21	of	of	ADP
fis-3298	45	22	reinforced	reinforce	VERB
fis-3298	45	23	concrete	concrete	ADJ
fis-3298	45	24	beams	beam	NOUN
fis-3298	45	25	strengthened	strengthen	VERB
fis-3298	45	26	by	by	ADP
fis-3298	45	27	frp	frp	PROPN
fis-3298	45	28	.	.	PUNCT
fis-3298	46	1	narmashiri	narmashiri	NOUN
fis-3298	46	2	et	et	PROPN
fis-3298	46	3	al	al	PROPN
fis-3298	46	4	.	.	PUNCT
fis-3298	47	1	[	[	X
fis-3298	47	2	17	17	NUM
fis-3298	47	3	]	]	PUNCT
fis-3298	47	4	conducted	conduct	VERB
fis-3298	47	5	more	more	ADV
fis-3298	47	6	experimental	experimental	ADJ
fis-3298	47	7	and	and	CCONJ
fis-3298	47	8	numerical	numerical	ADJ
fis-3298	47	9	research	research	NOUN
fis-3298	47	10	on	on	ADP
fis-3298	47	11	cfrp	cfrp	NOUN
fis-3298	47	12	-	-	PUNCT
fis-3298	47	13	reinforced	reinforce	VERB
fis-3298	47	14	steel	steel	NOUN
fis-3298	47	15	i	i	NOUN
fis-3298	47	16	-	-	PUNCT
fis-3298	47	17	beams	beam	NOUN
fis-3298	47	18	in	in	ADP
fis-3298	47	19	terms	term	NOUN
fis-3298	47	20	of	of	ADP
fis-3298	47	21	failure	failure	NOUN
fis-3298	47	22	analysis	analysis	NOUN
fis-3298	47	23	and	and	CCONJ
fis-3298	47	24	structural	structural	ADJ
fis-3298	47	25	behavior	behavior	NOUN
fis-3298	47	26	.	.	PUNCT
fis-3298	48	1	they	they	PRON
fis-3298	48	2	concluded	conclude	VERB
fis-3298	48	3	that	that	SCONJ
fis-3298	48	4	the	the	DET
fis-3298	48	5	geometric	geometric	ADJ
fis-3298	48	6	and	and	CCONJ
fis-3298	48	7	mechanical	mechanical	ADJ
fis-3298	48	8	characteristics	characteristic	NOUN
fis-3298	48	9	control	control	VERB
fis-3298	48	10	the	the	DET
fis-3298	48	11	loadbearing	loadbearing	NOUN
fis-3298	48	12	capacity	capacity	NOUN
fis-3298	48	13	of	of	ADP
fis-3298	48	14	cfrp	cfrp	NOUN
fis-3298	48	15	plates	plate	NOUN
fis-3298	48	16	.	.	PUNCT
fis-3298	49	1	kermiche	kermiche	NOUN
fis-3298	49	2	and	and	CCONJ
fis-3298	49	3	redjel	redjel	NOUN
fis-3298	50	1	[	[	X
fis-3298	50	2	18	18	NUM
fis-3298	50	3	]	]	PUNCT
fis-3298	50	4	provided	provide	VERB
fis-3298	50	5	experimental	experimental	ADJ
fis-3298	50	6	research	research	NOUN
fis-3298	50	7	and	and	CCONJ
fis-3298	50	8	an	an	DET
fis-3298	50	9	analytical	analytical	ADJ
fis-3298	50	10	model	model	NOUN
fis-3298	50	11	to	to	PART
fis-3298	50	12	simulate	simulate	VERB
fis-3298	50	13	the	the	DET
fis-3298	50	14	mechanical	mechanical	ADJ
fis-3298	50	15	behavior	behavior	NOUN
fis-3298	50	16	of	of	ADP
fis-3298	50	17	concrete	concrete	ADJ
fis-3298	50	18	and	and	CCONJ
fis-3298	50	19	reinforced	reinforce	VERB
fis-3298	50	20	concrete	concrete	NOUN
fis-3298	50	21	.	.	PUNCT
fis-3298	51	1	osman	osman	PROPN
fis-3298	51	2	et	et	PROPN
fis-3298	51	3	al	al	PROPN
fis-3298	51	4	.	.	PROPN
fis-3298	51	5	,[19	,[19	PROPN
fis-3298	51	6	]	]	PUNCT
fis-3298	51	7	.	.	PUNCT
fis-3298	52	1	performed	perform	VERB
fis-3298	52	2	experimental	experimental	ADJ
fis-3298	52	3	studies	study	NOUN
fis-3298	52	4	on	on	ADP
fis-3298	52	5	seven	seven	NUM
fis-3298	52	6	reinforced	reinforce	VERB
fis-3298	52	7	concrete	concrete	ADJ
fis-3298	52	8	beams	beam	NOUN
fis-3298	52	9	under	under	ADP
fis-3298	52	10	four	four	NUM
fis-3298	52	11	-	-	PUNCT
fis-3298	52	12	point	point	NOUN
fis-3298	52	13	loads	load	NOUN
fis-3298	52	14	with	with	ADP
fis-3298	52	15	specific	specific	ADJ
fis-3298	52	16	span	span	NOUN
fis-3298	52	17	-	-	PUNCT
fis-3298	52	18	to	to	ADP
fis-3298	52	19	-	-	PUNCT
fis-3298	52	20	depth	depth	NOUN
fis-3298	52	21	shear	shear	NOUN
fis-3298	52	22	ratios	ratio	NOUN
fis-3298	52	23	.	.	PUNCT
fis-3298	53	1	a	a	DET
fis-3298	53	2	comparative	comparative	ADJ
fis-3298	53	3	analysis	analysis	NOUN
fis-3298	53	4	of	of	ADP
fis-3298	53	5	27	27	NUM
fis-3298	53	6	reinforced	reinforce	VERB
fis-3298	53	7	concrete	concrete	ADJ
fis-3298	53	8	beams	beam	NOUN
fis-3298	53	9	with	with	ADP
fis-3298	53	10	and	and	CCONJ
fis-3298	53	11	without	without	ADP
fis-3298	53	12	cfrp	cfrp	NOUN
fis-3298	53	13	sheets	sheet	NOUN
fis-3298	53	14	was	be	AUX
fis-3298	53	15	also	also	ADV
fis-3298	53	16	carried	carry	VERB
fis-3298	53	17	out	out	ADP
fis-3298	53	18	.	.	PUNCT
fis-3298	54	1	the	the	DET
fis-3298	54	2	findings	finding	NOUN
fis-3298	54	3	obtained	obtain	VERB
fis-3298	54	4	using	use	VERB
fis-3298	54	5	ansys	ansys	PROPN
fis-3298	54	6	have	have	AUX
fis-3298	54	7	been	be	AUX
fis-3298	54	8	similar	similar	ADJ
fis-3298	54	9	to	to	ADP
fis-3298	54	10	the	the	DET
fis-3298	54	11	experimental	experimental	ADJ
fis-3298	54	12	outcomes	outcome	NOUN
fis-3298	54	13	of	of	ADP
fis-3298	54	14	the	the	DET
fis-3298	54	15	studies	study	NOUN
fis-3298	54	16	.	.	PUNCT
fis-3298	55	1	considering	consider	VERB
fis-3298	55	2	the	the	DET
fis-3298	55	3	previous	previous	ADJ
fis-3298	55	4	literature	literature	PROPN
fis-3298	55	5	review	review	NOUN
fis-3298	55	6	,	,	PUNCT
fis-3298	55	7	it	it	PRON
fis-3298	55	8	is	be	AUX
fis-3298	55	9	clear	clear	ADJ
fis-3298	55	10	that	that	SCONJ
fis-3298	55	11	only	only	ADV
fis-3298	55	12	few	few	ADJ
fis-3298	55	13	researchers	researcher	NOUN
fis-3298	55	14	have	have	AUX
fis-3298	55	15	studied	study	VERB
fis-3298	55	16	the	the	DET
fis-3298	55	17	effect	effect	NOUN
fis-3298	55	18	of	of	ADP
fis-3298	55	19	different	different	ADJ
fis-3298	55	20	cfrp	cfrp	NOUN
fis-3298	55	21	strengthening	strengthen	VERB
fis-3298	55	22	schemes	scheme	NOUN
fis-3298	55	23	and	and	CCONJ
fis-3298	55	24	locations	location	NOUN
fis-3298	55	25	on	on	ADP
fis-3298	55	26	bending	bend	VERB
fis-3298	55	27	moment	moment	NOUN
fis-3298	55	28	and	and	CCONJ
fis-3298	55	29	rc	rc	PROPN
fis-3298	55	30	beam	beam	NOUN
fis-3298	55	31	failure	failure	NOUN
fis-3298	55	32	behaviour	behaviour	NOUN
fis-3298	55	33	.	.	PUNCT
fis-3298	56	1	a	a	DET
fis-3298	56	2	total	total	NOUN
fis-3298	56	3	of	of	ADP
fis-3298	56	4	nineteen	nineteen	NUM
fis-3298	56	5	fe	fe	NOUN
fis-3298	56	6	models	model	NOUN
fis-3298	56	7	were	be	AUX
fis-3298	56	8	developed	develop	VERB
fis-3298	56	9	to	to	PART
fis-3298	56	10	study	study	VERB
fis-3298	56	11	the	the	DET
fis-3298	56	12	flexural	flexural	ADJ
fis-3298	56	13	behavior	behavior	NOUN
fis-3298	56	14	of	of	ADP
fis-3298	56	15	rc	rc	PROPN
fis-3298	56	16	beams	beam	NOUN
fis-3298	56	17	externally	externally	ADV
fis-3298	56	18	bonded	bond	VERB
fis-3298	56	19	with	with	ADP
fis-3298	56	20	cfrp	cfrp	NOUN
fis-3298	56	21	sheets	sheet	NOUN
fis-3298	56	22	.	.	PUNCT
fis-3298	57	1	ten	ten	NUM
fis-3298	57	2	specimens	specimen	NOUN
fis-3298	57	3	were	be	AUX
fis-3298	57	4	used	use	VERB
fis-3298	57	5	to	to	PART
fis-3298	57	6	validate	validate	VERB
fis-3298	57	7	the	the	DET
fis-3298	57	8	accuracy	accuracy	NOUN
fis-3298	57	9	of	of	ADP
fis-3298	57	10	the	the	DET
fis-3298	57	11	numerical	numerical	ADJ
fis-3298	57	12	model	model	NOUN
fis-3298	57	13	by	by	ADP
fis-3298	57	14	comparing	compare	VERB
fis-3298	57	15	it	it	PRON
fis-3298	57	16	with	with	ADP
fis-3298	57	17	experimental	experimental	ADJ
fis-3298	57	18	results	result	NOUN
fis-3298	57	19	by	by	ADP
fis-3298	57	20	madqour	madqour	NOUN
fis-3298	57	21	et	et	NOUN
fis-3298	57	22	al.[20	al.[20	NOUN
fis-3298	57	23	]	]	PUNCT
fis-3298	57	24	and	and	CCONJ
fis-3298	57	25	nine	nine	NUM
fis-3298	57	26	models	model	NOUN
fis-3298	57	27	were	be	AUX
fis-3298	57	28	developed	develop	VERB
fis-3298	57	29	to	to	PART
fis-3298	57	30	investigate	investigate	VERB
fis-3298	57	31	the	the	DET
fis-3298	57	32	effect	effect	NOUN
fis-3298	57	33	of	of	ADP
fis-3298	57	34	increasing	increase	VERB
fis-3298	57	35	cfrp	cfrp	NOUN
fis-3298	57	36	sheets	sheet	NOUN
fis-3298	57	37	size	size	NOUN
fis-3298	57	38	.	.	PUNCT
fis-3298	58	1	description	description	NOUN
fis-3298	58	2	of	of	ADP
fis-3298	58	3	the	the	DET
fis-3298	58	4	experimental	experimental	ADJ
fis-3298	58	5	program	program	NOUN
fis-3298	58	6	he	he	PRON
fis-3298	58	7	fe	fe	PROPN
fis-3298	58	8	model	model	NOUN
fis-3298	58	9	was	be	AUX
fis-3298	58	10	created	create	VERB
fis-3298	58	11	to	to	PART
fis-3298	58	12	investigate	investigate	VERB
fis-3298	58	13	the	the	DET
fis-3298	58	14	flexural	flexural	ADJ
fis-3298	58	15	behavior	behavior	NOUN
fis-3298	58	16	of	of	ADP
fis-3298	58	17	rc	rc	PROPN
fis-3298	58	18	beams	beam	NOUN
fis-3298	58	19	reinforced	reinforce	VERB
fis-3298	58	20	with	with	ADP
fis-3298	58	21	cfrp	cfrp	NOUN
fis-3298	58	22	sheets	sheet	NOUN
fis-3298	58	23	[	[	X
fis-3298	58	24	20	20	NUM
fis-3298	58	25	]	]	PUNCT
fis-3298	58	26	by	by	ADP
fis-3298	58	27	madqour	madqour	PROPN
fis-3298	58	28	et	et	PROPN
fis-3298	58	29	al	al	PROPN
fis-3298	58	30	.	.	PROPN
fis-3298	58	31	information	information	NOUN
fis-3298	58	32	on	on	ADP
fis-3298	58	33	the	the	DET
fis-3298	58	34	rc	rc	PROPN
fis-3298	58	35	beams	beam	NOUN
fis-3298	58	36	is	be	AUX
fis-3298	58	37	omitted	omit	VERB
fis-3298	58	38	and	and	CCONJ
fis-3298	58	39	briefly	briefly	ADV
fis-3298	58	40	summarized	summarize	VERB
fis-3298	58	41	in	in	ADP
fis-3298	58	42	the	the	DET
fis-3298	58	43	following	following	NOUN
fis-3298	58	44	.	.	PUNCT
fis-3298	59	1	geometric	geometric	ADJ
fis-3298	59	2	features	feature	NOUN
fis-3298	59	3	of	of	ADP
fis-3298	59	4	the	the	DET
fis-3298	59	5	beams	beam	NOUN
fis-3298	59	6	a	a	DET
fis-3298	59	7	total	total	NOUN
fis-3298	59	8	of	of	ADP
fis-3298	59	9	ten	ten	NUM
fis-3298	59	10	rc	rc	PROPN
fis-3298	59	11	beam	beam	NOUN
fis-3298	59	12	specimens	specimen	NOUN
fis-3298	59	13	strengthened	strengthen	VERB
fis-3298	59	14	with	with	ADP
fis-3298	59	15	various	various	ADJ
fis-3298	59	16	schemes	scheme	NOUN
fis-3298	59	17	were	be	AUX
fis-3298	59	18	tested	test	VERB
fis-3298	59	19	by	by	ADP
fis-3298	59	20	madqour	madqour	PRON
fis-3298	59	21	et	et	NOUN
fis-3298	59	22	al.[20	al.[20	NOUN
fis-3298	59	23	]	]	PUNCT
fis-3298	59	24	.	.	PUNCT
fis-3298	60	1	the	the	DET
fis-3298	60	2	specimens	specimen	NOUN
fis-3298	60	3	examined	examine	VERB
fis-3298	60	4	included	include	VERB
fis-3298	60	5	a	a	DET
fis-3298	60	6	control	control	NOUN
fis-3298	60	7	beam	beam	NOUN
fis-3298	60	8	(	(	PUNCT
fis-3298	60	9	b01	b01	NOUN
fis-3298	60	10	)	)	PUNCT
fis-3298	60	11	reinforced	reinforce	VERB
fis-3298	60	12	with	with	ADP
fis-3298	60	13	two	two	NUM
fis-3298	60	14	steel	steel	NOUN
fis-3298	60	15	bars	bar	NOUN
fis-3298	60	16	with	with	ADP
fis-3298	60	17	a	a	DET
fis-3298	60	18	diameter	diameter	NOUN
fis-3298	60	19	of	of	ADP
fis-3298	60	20	10	10	NUM
fis-3298	60	21	mm	mm	NOUN
fis-3298	60	22	.	.	PUNCT
fis-3298	61	1	the	the	DET
fis-3298	61	2	tested	test	VERB
fis-3298	61	3	beam	beam	NOUN
fis-3298	61	4	has	have	VERB
fis-3298	61	5	a	a	DET
fis-3298	61	6	rectangular	rectangular	ADJ
fis-3298	61	7	cross	cross	NOUN
fis-3298	61	8	-	-	NOUN
fis-3298	61	9	section	section	NOUN
fis-3298	61	10	with	with	ADP
fis-3298	61	11	a	a	DET
fis-3298	61	12	nominal	nominal	ADJ
fis-3298	61	13	width	width	NOUN
fis-3298	61	14	,	,	PUNCT
fis-3298	61	15	depth	depth	NOUN
fis-3298	61	16	,	,	PUNCT
fis-3298	61	17	length	length	NOUN
fis-3298	61	18	of	of	ADP
fis-3298	61	19	150	150	NUM
fis-3298	61	20	mm	mm	NOUN
fis-3298	61	21	,	,	PUNCT
fis-3298	61	22	200	200	NUM
fis-3298	61	23	mm	mm	NOUN
fis-3298	61	24	,	,	PUNCT
fis-3298	61	25	and	and	CCONJ
fis-3298	61	26	2000	2000	NUM
fis-3298	61	27	mm	mm	NOUN
fis-3298	61	28	and	and	CCONJ
fis-3298	61	29	spanned	span	VERB
fis-3298	61	30	over	over	ADP
fis-3298	61	31	1800	1800	NUM
fis-3298	61	32	mm	mm	NOUN
fis-3298	61	33	.	.	PUNCT
fis-3298	62	1	the	the	DET
fis-3298	62	2	compression	compression	NOUN
fis-3298	62	3	reinforcing	reinforce	VERB
fis-3298	62	4	of	of	ADP
fis-3298	62	5	the	the	DET
fis-3298	62	6	specimens	specimen	NOUN
fis-3298	62	7	tested	test	VERB
fis-3298	62	8	consisted	consist	VERB
fis-3298	62	9	of	of	ADP
fis-3298	62	10	two	two	NUM
fis-3298	62	11	steel	steel	NOUN
fis-3298	62	12	bars	bar	NOUN
fis-3298	62	13	of	of	ADP
fis-3298	62	14	8	8	NUM
fis-3298	62	15	mm	mm	NOUN
fis-3298	62	16	diameter	diameter	NOUN
fis-3298	62	17	fig	fig	NOUN
fis-3298	62	18	.	.	PUNCT
fis-3298	63	1	1	1	NUM
fis-3298	63	2	also	also	ADV
fis-3298	63	3	,	,	PUNCT
fis-3298	63	4	the	the	DET
fis-3298	63	5	6	6	NUM
fis-3298	63	6	mm	mm	NOUN
fis-3298	63	7	diameter	diameter	NOUN
fis-3298	63	8	stirrups	stirrup	NOUN
fis-3298	63	9	spaced	space	VERB
fis-3298	63	10	at	at	ADP
fis-3298	63	11	interval	interval	NOUN
fis-3298	63	12	125	125	NUM
fis-3298	63	13	mm	mm	NOUN
fis-3298	63	14	.	.	PUNCT
fis-3298	63	15	table	table	NOUN
fis-3298	63	16	1	1	NUM
fis-3298	63	17	provides	provide	VERB
fis-3298	63	18	the	the	DET
fis-3298	63	19	characteristics	characteristic	NOUN
fis-3298	63	20	of	of	ADP
fis-3298	63	21	the	the	DET
fis-3298	63	22	examined	examine	VERB
fis-3298	63	23	beams	beam	NOUN
fis-3298	63	24	.	.	PUNCT
fis-3298	63	25	 	 	SPACE
fis-3298	64	1	the	the	DET
fis-3298	64	2	deflection	deflection	NOUN
fis-3298	64	3	of	of	ADP
fis-3298	64	4	the	the	DET
fis-3298	64	5	beams	beam	NOUN
fis-3298	64	6	was	be	AUX
fis-3298	64	7	measured	measure	VERB
fis-3298	64	8	at	at	ADP
fis-3298	64	9	mid	mid	ADJ
fis-3298	64	10	-	-	NOUN
fis-3298	64	11	span	span	NOUN
fis-3298	64	12	using	use	VERB
fis-3298	64	13	a	a	DET
fis-3298	64	14	displacement	displacement	ADJ
fis-3298	64	15	transducer	transducer	NOUN
fis-3298	64	16	(	(	PUNCT
fis-3298	64	17	lvdt	lvdt	PROPN
fis-3298	64	18	)	)	PUNCT
fis-3298	64	19	placed	place	VERB
fis-3298	64	20	on	on	ADP
fis-3298	64	21	the	the	DET
fis-3298	64	22	beams	beam	NOUN
fis-3298	64	23	fig	fig	NOUN
fis-3298	64	24	.	.	PUNCT
fis-3298	65	1	2	2	NUM
fis-3298	65	2	.	.	X
fis-3298	65	3	t	t	PROPN
fis-3298	65	4	m.	m.	NOUN
fis-3298	65	5	madqour	madqour	PROPN
fis-3298	65	6	et	et	PROPN
fis-3298	65	7	al	al	PROPN
fis-3298	65	8	,	,	PUNCT
fis-3298	65	9	frattura	frattura	PROPN
fis-3298	65	10	ed	ed	PROPN
fis-3298	65	11	integrità	integrità	PROPN
fis-3298	65	12	strutturale	strutturale	PROPN
fis-3298	65	13	,	,	PUNCT
fis-3298	65	14	59	59	NUM
fis-3298	65	15	(	(	PUNCT
fis-3298	65	16	2022	2022	NUM
fis-3298	65	17	)	)	PUNCT
fis-3298	65	18	62	62	NUM
fis-3298	65	19	-	-	SYM
fis-3298	65	20	77	77	NUM
fis-3298	65	21	;	;	PUNCT
fis-3298	65	22	doi	doi	NOUN
fis-3298	65	23	:	:	PUNCT
fis-3298	65	24	10.3221	10.3221	NUM
fis-3298	65	25	/	/	SYM
fis-3298	65	26	igf	igf	PROPN
fis-3298	65	27	-	-	ADJ
fis-3298	65	28	esis.59.05	esis.59.05	ADJ
fis-3298	65	29	64	64	NUM
fis-3298	65	30	figure	figure	NOUN
fis-3298	65	31	.	.	PUNCT
fis-3298	66	1	1	1	X
fis-3298	66	2	.	.	X
fis-3298	66	3	details	detail	NOUN
fis-3298	66	4	of	of	ADP
fis-3298	66	5	the	the	DET
fis-3298	66	6	tested	test	VERB
fis-3298	66	7	beams	beam	NOUN
fis-3298	66	8	(	(	PUNCT
fis-3298	66	9	in	in	ADP
fis-3298	66	10	mm	mm	NOUN
fis-3298	66	11	)	)	PUNCT
fis-3298	67	1	[	[	X
fis-3298	67	2	18	18	NUM
fis-3298	67	3	]	]	PUNCT
fis-3298	67	4	.	.	PUNCT
fis-3298	68	1	table	table	NOUN
fis-3298	68	2	1	1	NUM
fis-3298	68	3	:	:	PUNCT
fis-3298	68	4	description	description	NOUN
fis-3298	68	5	of	of	ADP
fis-3298	68	6	the	the	DET
fis-3298	68	7	examined	examine	VERB
fis-3298	68	8	rc	rc	PROPN
fis-3298	68	9	beams	beam	NOUN
fis-3298	68	10	.	.	PUNCT
fis-3298	69	1	figure	figure	NOUN
fis-3298	69	2	.	.	PUNCT
fis-3298	70	1	2	2	X
fis-3298	70	2	.	.	PUNCT
fis-3298	70	3	test	test	NOUN
fis-3298	70	4	setup	setup	NOUN
fis-3298	70	5	.	.	PUNCT
fis-3298	71	1	finite	finite	PROPN
fis-3298	71	2	element	element	PROPN
fis-3298	71	3	model	model	PROPN
fis-3298	71	4	development	development	PROPN
fis-3298	71	5	everal	everal	ADJ
fis-3298	71	6	computer	computer	NOUN
fis-3298	71	7	programs	program	NOUN
fis-3298	71	8	packages	package	NOUN
fis-3298	71	9	have	have	AUX
fis-3298	71	10	been	be	AUX
fis-3298	71	11	developed	develop	VERB
fis-3298	71	12	to	to	PART
fis-3298	71	13	solve	solve	VERB
fis-3298	71	14	finite	finite	ADJ
fis-3298	71	15	element	element	NOUN
fis-3298	71	16	problems	problem	NOUN
fis-3298	71	17	.	.	PUNCT
fis-3298	72	1	ansys	ansys	PROPN
fis-3298	72	2	,	,	PUNCT
fis-3298	72	3	nastran	nastran	NOUN
fis-3298	72	4	,	,	PUNCT
fis-3298	72	5	adina	adina	PROPN
fis-3298	72	6	,	,	PUNCT
fis-3298	72	7	ls	ls	PROPN
fis-3298	72	8	-	-	PUNCT
fis-3298	72	9	dyna	dyna	NOUN
fis-3298	72	10	,	,	PUNCT
fis-3298	72	11	marc	marc	PROPN
fis-3298	72	12	,	,	PUNCT
fis-3298	72	13	sap	sap	PROPN
fis-3298	72	14	,	,	PUNCT
fis-3298	72	15	cosmos	cosmos	PROPN
fis-3298	72	16	,	,	PUNCT
fis-3298	72	17	abaqus	abaqus	NOUN
fis-3298	72	18	,	,	PUNCT
fis-3298	72	19	and	and	CCONJ
fis-3298	72	20	nisa	nisa	PROPN
fis-3298	72	21	are	be	AUX
fis-3298	72	22	some	some	PRON
fis-3298	72	23	of	of	ADP
fis-3298	72	24	the	the	DET
fis-3298	72	25	most	most	ADV
fis-3298	72	26	commonly	commonly	ADV
fis-3298	72	27	used	use	VERB
fis-3298	72	28	packages	package	NOUN
fis-3298	72	29	.	.	PUNCT
fis-3298	73	1	the	the	DET
fis-3298	73	2	most	most	ADV
fis-3298	73	3	recent	recent	ADJ
fis-3298	73	4	version	version	NOUN
fis-3298	73	5	of	of	ADP
fis-3298	73	6	ansys	ansys	PROPN
fis-3298	73	7	19.1	19.1	NUM
fis-3298	74	1	[	[	X
fis-3298	74	2	21	21	NUM
fis-3298	74	3	]	]	PUNCT
fis-3298	74	4	was	be	AUX
fis-3298	74	5	selected	select	VERB
fis-3298	74	6	for	for	ADP
fis-3298	74	7	use	use	NOUN
fis-3298	74	8	in	in	ADP
fis-3298	74	9	this	this	DET
fis-3298	74	10	research	research	NOUN
fis-3298	74	11	work	work	NOUN
fis-3298	74	12	.	.	PUNCT
fis-3298	75	1	it	it	PRON
fis-3298	75	2	can	can	AUX
fis-3298	75	3	model	model	VERB
fis-3298	75	4	non	non	ADJ
fis-3298	75	5	-	-	ADJ
fis-3298	75	6	metal	metal	ADJ
fis-3298	75	7	materials	material	NOUN
fis-3298	75	8	and	and	CCONJ
fis-3298	75	9	successfully	successfully	ADV
fis-3298	75	10	model	model	NOUN
fis-3298	75	11	reinforced	reinforce	VERB
fis-3298	75	12	concrete	concrete	NOUN
fis-3298	75	13	as	as	ADP
fis-3298	75	14	non	non	ADJ
fis-3298	75	15	-	-	ADJ
fis-3298	75	16	homogeneous	homogeneous	ADJ
fis-3298	75	17	material	material	NOUN
fis-3298	75	18	with	with	ADP
fis-3298	75	19	nonlinear	nonlinear	ADJ
fis-3298	75	20	response	response	NOUN
fis-3298	75	21	.	.	PUNCT
fis-3298	76	1	it	it	PRON
fis-3298	76	2	also	also	ADV
fis-3298	76	3	can	can	AUX
fis-3298	76	4	predict	predict	VERB
fis-3298	76	5	and	and	CCONJ
fis-3298	76	6	display	display	VERB
fis-3298	76	7	the	the	DET
fis-3298	76	8	cracking	cracking	NOUN
fis-3298	76	9	and	and	CCONJ
fis-3298	76	10	crushing	crush	VERB
fis-3298	76	11	patterns	pattern	NOUN
fis-3298	76	12	of	of	ADP
fis-3298	76	13	the	the	DET
fis-3298	76	14	material	material	NOUN
fis-3298	76	15	.	.	PUNCT
fis-3298	77	1	ansys	ansys	PROPN
fis-3298	77	2	19.0	19.0	NUM
fis-3298	77	3	fe	fe	PROPN
fis-3298	77	4	software	software	NOUN
fis-3298	77	5	is	be	AUX
fis-3298	77	6	used	use	VERB
fis-3298	77	7	to	to	PART
fis-3298	77	8	develop	develop	VERB
fis-3298	77	9	3d	3d	NUM
fis-3298	77	10	fe	fe	X
fis-3298	77	11	specimen	speciman	NOUN
fis-3298	77	12	models	model	NOUN
fis-3298	77	13	tested	test	VERB
fis-3298	77	14	by	by	ADP
fis-3298	77	15	madqour	madqour	PROPN
fis-3298	77	16	et	et	PROPN
fis-3298	77	17	al	al	PROPN
fis-3298	77	18	.	.	PUNCT
fis-3298	78	1	[	[	X
fis-3298	78	2	20	20	NUM
fis-3298	78	3	]	]	PUNCT
fis-3298	78	4	.	.	PUNCT
fis-3298	79	1	the	the	DET
fis-3298	79	2	geometry	geometry	NOUN
fis-3298	79	3	,	,	PUNCT
fis-3298	79	4	constituent	constituent	ADJ
fis-3298	79	5	material	material	NOUN
fis-3298	79	6	characteristics	characteristic	NOUN
fis-3298	79	7	,	,	PUNCT
fis-3298	79	8	loading	loading	NOUN
fis-3298	79	9	,	,	PUNCT
fis-3298	79	10	and	and	CCONJ
fis-3298	79	11	boundary	boundary	ADJ
fis-3298	79	12	conditions	condition	NOUN
fis-3298	79	13	of	of	ADP
fis-3298	79	14	the	the	DET
fis-3298	79	15	fe	fe	NOUN
fis-3298	79	16	models	model	NOUN
fis-3298	79	17	are	be	AUX
fis-3298	79	18	similar	similar	ADJ
fis-3298	79	19	to	to	ADP
fis-3298	79	20	those	those	PRON
fis-3298	79	21	of	of	ADP
fis-3298	79	22	the	the	DET
fis-3298	79	23	tested	test	VERB
fis-3298	79	24	beams	beam	NOUN
fis-3298	79	25	previously	previously	ADV
fis-3298	79	26	described	describe	VERB
fis-3298	79	27	in	in	ADP
fis-3298	79	28	table	table	NOUN
fis-3298	79	29	1	1	NUM
fis-3298	79	30	.	.	PUNCT
fis-3298	79	31	beams	beam	VERB
fis-3298	79	32	designation	designation	NOUN
fis-3298	80	1	[	[	X
fis-3298	80	2	20	20	NUM
fis-3298	80	3	]	]	PUNCT
fis-3298	80	4	.	.	PUNCT
fis-3298	81	1	fem	fem	PROPN
fis-3298	81	2	designation	designation	NOUN
fis-3298	81	3	reinforcement	reinforcement	NOUN
fis-3298	81	4	type	type	NOUN
fis-3298	81	5	frp	frp	PROPN
fis-3298	81	6	width	width	NOUN
fis-3298	81	7	(	(	PUNCT
fis-3298	81	8	mm	mm	NOUN
fis-3298	81	9	)	)	PUNCT
fis-3298	81	10	b00	b00	NOUN
fis-3298	81	11	s00	s00	PROPN
fis-3298	81	12	control	control	PROPN
fis-3298	81	13	beam	beam	NOUN
fis-3298	81	14	without	without	ADP
fis-3298	81	15	strengthening	strengthen	VERB
fis-3298	81	16	n	n	CCONJ
fis-3298	81	17	/	/	SYM
fis-3298	81	18	a	a	DET
fis-3298	81	19	b02	b02	NOUN
fis-3298	81	20	s01	s01	NOUN
fis-3298	81	21	two	two	NUM
fis-3298	81	22	layers	layer	NOUN
fis-3298	81	23	with	with	ADP
fis-3298	81	24	lengths	length	NOUN
fis-3298	81	25	1700	1700	NUM
fis-3298	81	26	,	,	PUNCT
fis-3298	81	27	and1400	and1400	NOUN
fis-3298	81	28	mm	mm	PROPN
fis-3298	81	29	100	100	NUM
fis-3298	81	30	b04	b04	NOUN
fis-3298	81	31	s01s	s01s	ADP
fis-3298	81	32	one	one	NUM
fis-3298	81	33	layer	layer	NOUN
fis-3298	81	34	and	and	CCONJ
fis-3298	81	35	on	on	ADP
fis-3298	81	36	both	both	DET
fis-3298	81	37	sides	side	NOUN
fis-3298	81	38	with	with	ADP
fis-3298	81	39	length	length	NOUN
fis-3298	81	40	1700	1700	NUM
fis-3298	81	41	mm	mm	NOUN
fis-3298	81	42	100	100	NUM
fis-3298	81	43	b05	b05	NOUN
fis-3298	81	44	s01u	s01u	PUNCT
fis-3298	81	45	one	one	NUM
fis-3298	81	46	layer	layer	NOUN
fis-3298	81	47	and	and	CCONJ
fis-3298	81	48	6	6	NUM
fis-3298	81	49	(	(	PUNCT
fis-3298	81	50	u	u	NOUN
fis-3298	81	51	-	-	NOUN
fis-3298	81	52	shape	shape	NOUN
fis-3298	81	53	)	)	PUNCT
fis-3298	81	54	100	100	NUM
fis-3298	81	55	s	s	PART
fis-3298	81	56	m.	m.	NOUN
fis-3298	81	57	madqour	madqour	PROPN
fis-3298	81	58	et	et	PROPN
fis-3298	81	59	al	al	PROPN
fis-3298	81	60	,	,	PUNCT
fis-3298	81	61	frattura	frattura	PROPN
fis-3298	81	62	ed	ed	PROPN
fis-3298	81	63	integrità	integrità	PROPN
fis-3298	81	64	strutturale	strutturale	PROPN
fis-3298	81	65	,	,	PUNCT
fis-3298	81	66	59	59	NUM
fis-3298	81	67	(	(	PUNCT
fis-3298	81	68	2022	2022	NUM
fis-3298	81	69	)	)	PUNCT
fis-3298	81	70	62	62	NUM
fis-3298	81	71	-	-	SYM
fis-3298	81	72	77	77	NUM
fis-3298	81	73	;	;	PUNCT
fis-3298	81	74	doi	doi	NOUN
fis-3298	81	75	:	:	PUNCT
fis-3298	81	76	10.3221	10.3221	NUM
fis-3298	81	77	/	/	SYM
fis-3298	81	78	igf	igf	PROPN
fis-3298	81	79	-	-	ADJ
fis-3298	81	80	esis.59.05	esis.59.05	ADJ
fis-3298	81	81	65	65	NUM
fis-3298	81	82	figure	figure	NOUN
fis-3298	81	83	3	3	NUM
fis-3298	81	84	:	:	SYM
fis-3298	81	85	fe	fe	NOUN
fis-3298	81	86	models	model	NOUN
fis-3298	81	87	elements	element	NOUN
fis-3298	81	88	:	:	PUNCT
fis-3298	81	89	(	(	PUNCT
fis-3298	81	90	a	a	X
fis-3298	81	91	)	)	PUNCT
fis-3298	81	92	solid65	solid65	NOUN
fis-3298	81	93	(	(	PUNCT
fis-3298	81	94	b	b	NOUN
fis-3298	81	95	)	)	PUNCT
fis-3298	81	96	link180	link180	PROPN
fis-3298	81	97	(	(	PUNCT
fis-3298	81	98	c	c	X
fis-3298	81	99	)	)	PUNCT
fis-3298	82	1	shell181	shell181	PROPN
fis-3298	82	2	(	(	PUNCT
fis-3298	82	3	d	d	X
fis-3298	82	4	)	)	PUNCT
fis-3298	83	1	solid185	solid185	CCONJ
fis-3298	83	2	layered	layered	ADJ
fis-3298	83	3	and	and	CCONJ
fis-3298	83	4	solid45	solid45	ADJ
fis-3298	83	5	[	[	X
fis-3298	83	6	22	22	NUM
fis-3298	83	7	-	-	SYM
fis-3298	83	8	27	27	NUM
fis-3298	83	9	]	]	PUNCT
fis-3298	83	10	.	.	PUNCT
fis-3298	84	1	numerical	numerical	PROPN
fis-3298	84	2	modeling	model	VERB
fis-3298	84	3	the	the	DET
fis-3298	84	4	concrete	concrete	NOUN
fis-3298	84	5	is	be	AUX
fis-3298	84	6	modeled	model	VERB
fis-3298	84	7	by	by	ADP
fis-3298	84	8	using	use	VERB
fis-3298	84	9	8	8	NUM
fis-3298	84	10	-	-	PUNCT
fis-3298	84	11	noded	nod	VERB
fis-3298	84	12	solid65	solid65	NOUN
fis-3298	84	13	fig	fig	NOUN
fis-3298	84	14	3(a	3(a	NUM
fis-3298	84	15	)	)	PUNCT
fis-3298	84	16	element	element	NOUN
fis-3298	84	17	,	,	PUNCT
fis-3298	84	18	which	which	PRON
fis-3298	84	19	has	have	VERB
fis-3298	84	20	three	three	NUM
fis-3298	84	21	degrees	degree	NOUN
fis-3298	84	22	of	of	ADP
fis-3298	84	23	freedom	freedom	NOUN
fis-3298	84	24	at	at	ADP
fis-3298	84	25	each	each	DET
fis-3298	84	26	node	node	NOUN
fis-3298	84	27	and	and	CCONJ
fis-3298	84	28	can	can	AUX
fis-3298	84	29	crack	crack	VERB
fis-3298	84	30	in	in	ADP
fis-3298	84	31	tension	tension	NOUN
fis-3298	84	32	and	and	CCONJ
fis-3298	84	33	crushing	crush	VERB
fis-3298	84	34	in	in	ADP
fis-3298	84	35	compression	compression	NOUN
fis-3298	84	36	.	.	PUNCT
fis-3298	85	1	fig	fig	NOUN
fis-3298	85	2	.	.	PUNCT
fis-3298	86	1	3(a	3(a	NUM
fis-3298	86	2	)	)	PUNCT
fis-3298	87	1	shows	show	VERB
fis-3298	87	2	the	the	DET
fis-3298	87	3	geometry	geometry	NOUN
fis-3298	87	4	of	of	ADP
fis-3298	87	5	the	the	DET
fis-3298	87	6	solid65	solid65	NOUN
fis-3298	87	7	element	element	NOUN
fis-3298	87	8	.	.	PUNCT
fis-3298	88	1	due	due	ADP
fis-3298	88	2	to	to	ADP
fis-3298	88	3	the	the	DET
fis-3298	88	4	fact	fact	NOUN
fis-3298	88	5	that	that	SCONJ
fis-3298	88	6	concrete	concrete	NOUN
fis-3298	88	7	is	be	AUX
fis-3298	88	8	highly	highly	ADV
fis-3298	88	9	nonlinear	nonlinear	ADJ
fis-3298	88	10	in	in	ADP
fis-3298	88	11	compression	compression	NOUN
fis-3298	88	12	,	,	PUNCT
fis-3298	88	13	a	a	DET
fis-3298	88	14	proper	proper	ADJ
fis-3298	88	15	uniaxial	uniaxial	ADJ
fis-3298	88	16	stress	stress	NOUN
fis-3298	88	17	-	-	PUNCT
fis-3298	88	18	strain	strain	NOUN
fis-3298	88	19	relationship	relationship	NOUN
fis-3298	88	20	is	be	AUX
fis-3298	88	21	used	use	VERB
fis-3298	88	22	to	to	PART
fis-3298	88	23	describe	describe	VERB
fis-3298	88	24	this	this	DET
fis-3298	88	25	nonlinearity	nonlinearity	NOUN
fis-3298	88	26	more	more	ADV
fis-3298	88	27	precisely	precisely	ADV
fis-3298	88	28	,	,	PUNCT
fis-3298	88	29	the	the	DET
fis-3298	88	30	compressive	compressive	ADJ
fis-3298	88	31	behavior	behavior	NOUN
fis-3298	88	32	of	of	ADP
fis-3298	88	33	concrete	concrete	NOUN
fis-3298	88	34	is	be	AUX
fis-3298	88	35	modeled	model	VERB
fis-3298	88	36	by	by	ADP
fis-3298	88	37	using	use	VERB
fis-3298	88	38	the	the	DET
fis-3298	88	39	nonlinear	nonlinear	ADJ
fis-3298	88	40	stress	stress	NOUN
fis-3298	88	41	-	-	PUNCT
fis-3298	88	42	strain	strain	NOUN
fis-3298	88	43	relation	relation	NOUN
fis-3298	88	44	proposed	propose	VERB
fis-3298	88	45	by	by	ADP
fis-3298	88	46	popovics	popovic	NOUN
fis-3298	88	47	,	,	PUNCT
fis-3298	89	1	[	[	X
fis-3298	89	2	28	28	NUM
fis-3298	89	3	]	]	PUNCT
fis-3298	89	4	and	and	CCONJ
fis-3298	89	5	later	later	ADV
fis-3298	89	6	modified	modify	VERB
fis-3298	89	7	by	by	ADP
fis-3298	89	8	thorenfeldt	thorenfeldt	PROPN
fis-3298	89	9	et	et	PROPN
fis-3298	89	10	al	al	PROPN
fis-3298	89	11	.	.	PUNCT
fis-3298	90	1	[	[	X
fis-3298	90	2	29	29	NUM
fis-3298	90	3	]	]	PUNCT
fis-3298	90	4	.	.	PUNCT
fis-3298	91	1	figure	figure	NOUN
fis-3298	91	2	(	(	PUNCT
fis-3298	91	3	2	2	NUM
fis-3298	91	4	)	)	PUNCT
fis-3298	91	5	shows	show	VERB
fis-3298	91	6	the	the	DET
fis-3298	91	7	curve	curve	NOUN
fis-3298	91	8	,	,	PUNCT
fis-3298	91	9	which	which	PRON
fis-3298	91	10	is	be	AUX
fis-3298	91	11	defined	define	VERB
fis-3298	91	12	using	use	VERB
fis-3298	91	13	these	these	DET
fis-3298	91	14	equations	equation	NOUN
fis-3298	91	15	.	.	PUNCT
fis-3298	92	1	the	the	DET
fis-3298	92	2	use	use	NOUN
fis-3298	92	3	of	of	ADP
fis-3298	92	4	thorenfeldt	thorenfeldt	PROPN
fis-3298	92	5	et	et	PROPN
fis-3298	92	6	al	al	PROPN
fis-3298	92	7	.	.	PROPN
fis-3298	92	8	,	,	PUNCT
fis-3298	93	1	[	[	X
fis-3298	93	2	29	29	NUM
fis-3298	93	3	]	]	SYM
fis-3298	93	4	's	's	PART
fis-3298	93	5	stress	stress	NOUN
fis-3298	93	6	-	-	PUNCT
fis-3298	93	7	strain	strain	NOUN
fis-3298	93	8	model	model	NOUN
fis-3298	93	9	for	for	ADP
fis-3298	93	10	concrete	concrete	NOUN
fis-3298	93	11	in	in	ADP
fis-3298	93	12	compression	compression	NOUN
fis-3298	93	13	was	be	AUX
fis-3298	93	14	found	find	VERB
fis-3298	93	15	to	to	PART
fis-3298	93	16	be	be	AUX
fis-3298	93	17	effective	effective	ADJ
fis-3298	93	18	for	for	ADP
fis-3298	93	19	frp	frp	PROPN
fis-3298	93	20	reinforced	reinforce	VERB
fis-3298	93	21	rc	rc	PROPN
fis-3298	93	22	beams	beam	NOUN
fis-3298	93	23	by	by	ADP
fis-3298	93	24	el	el	PROPN
fis-3298	93	25	-	-	PUNCT
fis-3298	93	26	tawil	tawil	PROPN
fis-3298	93	27	et	et	PROPN
fis-3298	93	28	al	al	PROPN
fis-3298	93	29	.	.	PROPN
fis-3298	93	30	,	,	PUNCT
fis-3298	94	1	[	[	X
fis-3298	94	2	30	30	NUM
fis-3298	94	3	]	]	PUNCT
fis-3298	94	4	.	.	PUNCT
fis-3298	95	1			NOUN
fis-3298	95	2			PROPN
fis-3298	95	3			PROPN
fis-3298	95	4			PROPN
fis-3298	95	5			PROPN
fis-3298	95	6			PROPN
fis-3298	95	7			PROPN
fis-3298	95	8			NOUN
fis-3298	96	1			PROPN
fis-3298	96	2			PROPN
fis-3298	96	3			PROPN
fis-3298	97	1			ADJ
fis-3298	97	2			PROPN
fis-3298	97	3			NOUN
fis-3298	97	4	1	1	X
fis-3298	97	5	(	(	PUNCT
fis-3298	97	6	)	)	PUNCT
fis-3298	97	7	c	c	NOUN
fis-3298	97	8	c	c	NOUN
fis-3298	97	9	o	o	PROPN
fis-3298	97	10	cu	cu	PROPN
fis-3298	97	11	nkc	nkc	PROPN
fis-3298	97	12	o	o	PROPN
fis-3298	97	13	nf	nf	INTJ
fis-3298	97	14	n	n	CCONJ
fis-3298	97	15	(	(	PUNCT
fis-3298	97	16	1	1	NUM
fis-3298	97	17	)	)	PUNCT
fis-3298	98	1			NUM
fis-3298	98	2	0.80	0.80	PROPN
fis-3298	98	3	  	  	SPACE
fis-3298	98	4	17	17	NUM
fis-3298	98	5	cfn	cfn	NOUN
fis-3298	98	6	(	(	PUNCT
fis-3298	98	7	2	2	NUM
fis-3298	98	8	)	)	PUNCT
fis-3298	98	9	m.	m.	NOUN
fis-3298	98	10	madqour	madqour	PROPN
fis-3298	98	11	et	et	PROPN
fis-3298	98	12	al	al	PROPN
fis-3298	98	13	,	,	PUNCT
fis-3298	98	14	frattura	frattura	PROPN
fis-3298	98	15	ed	ed	PROPN
fis-3298	98	16	integrità	integrità	PROPN
fis-3298	98	17	strutturale	strutturale	PROPN
fis-3298	98	18	,	,	PUNCT
fis-3298	98	19	59	59	NUM
fis-3298	98	20	(	(	PUNCT
fis-3298	98	21	2022	2022	NUM
fis-3298	98	22	)	)	PUNCT
fis-3298	98	23	62	62	NUM
fis-3298	98	24	-	-	SYM
fis-3298	98	25	77	77	NUM
fis-3298	98	26	;	;	PUNCT
fis-3298	98	27	doi	doi	NOUN
fis-3298	98	28	:	:	PUNCT
fis-3298	98	29	10.3221	10.3221	NUM
fis-3298	98	30	/	/	SYM
fis-3298	98	31	igf	igf	PROPN
fis-3298	98	32	-	-	ADJ
fis-3298	98	33	esis.59.05	esis.59.05	PROPN
fis-3298	98	34	66	66	NUM
fis-3298	98	35			NOUN
fis-3298	98	36			PROPN
fis-3298	98	37			PROPN
fis-3298	98	38			X
fis-3298	98	39			PROPN
fis-3298	98	40			PROPN
fis-3298	98	41			NOUN
fis-3298	98	42	0.67	0.67	NUM
fis-3298	98	43	1	1	NUM
fis-3298	98	44	       	       	SPACE
fis-3298	98	45	62	62	NUM
fis-3298	98	46	cfk	cfk	NOUN
fis-3298	98	47	for	for	ADP
fis-3298	98	48			PROPN
fis-3298	98	49			PROPN
fis-3298	98	50			PROPN
fis-3298	98	51	1	1	NOUN
fis-3298	98	52	  	  	SPACE
fis-3298	98	53	1	1	NUM
fis-3298	98	54	 	 	SPACE
fis-3298	98	55	c	c	NOUN
fis-3298	98	56	o	o	NOUN
fis-3298	98	57	(	(	PUNCT
fis-3298	98	58	3	3	NUM
fis-3298	98	59	)	)	PUNCT
fis-3298	98	60			NUM
fis-3298	98	61	1	1	NUM
fis-3298	98	62	      	      	SPACE
fis-3298	98	63	k	k	PROPN
fis-3298	98	64	for	for	ADP
fis-3298	98	65			PROPN
fis-3298	98	66			PROPN
fis-3298	98	67			NOUN
fis-3298	98	68	  	  	SPACE
fis-3298	98	69	1c	1c	NUM
fis-3298	98	70	o	o	NOUN
fis-3298	98	71	(	(	PUNCT
fis-3298	98	72	4	4	NUM
fis-3298	98	73	)	)	PUNCT
fis-3298	98	74	figure	figure	NOUN
fis-3298	98	75	(	(	PUNCT
fis-3298	98	76	4	4	NUM
fis-3298	98	77	):	):	PUNCT
fis-3298	98	78	uniaxial	uniaxial	ADJ
fis-3298	98	79	stress	stress	NOUN
fis-3298	98	80	-	-	PUNCT
fis-3298	98	81	strain	strain	NOUN
fis-3298	98	82	curve	curve	NOUN
fis-3298	98	83	implemented	implement	VERB
fis-3298	98	84	in	in	ADP
fis-3298	98	85	the	the	DET
fis-3298	98	86	fem	fem	NOUN
fis-3298	98	87	for	for	ADP
fis-3298	98	88	concrete.where	concrete.where	ADV
fis-3298	98	89	,	,	PUNCT
fis-3298	98	90			PROPN
fis-3298	98	91	cu	cu	PROPN
fis-3298	98	92	is	be	AUX
fis-3298	98	93	the	the	DET
fis-3298	98	94	maximum	maximum	ADJ
fis-3298	98	95	compressive	compressive	ADJ
fis-3298	98	96	strength	strength	NOUN
fis-3298	98	97	,	,	PUNCT
fis-3298	98	98	εcu	εcu	PROPN
fis-3298	98	99	is	be	AUX
fis-3298	98	100	the	the	DET
fis-3298	98	101	ultimate	ultimate	ADJ
fis-3298	98	102	strain	strain	NOUN
fis-3298	98	103	,	,	PUNCT
fis-3298	98	104	and	and	CCONJ
fis-3298	98	105	ε0	ε0	NOUN
fis-3298	98	106	is	be	AUX
fis-3298	98	107	the	the	DET
fis-3298	98	108	strain	strain	NOUN
fis-3298	98	109	at	at	ADP
fis-3298	98	110	maximum	maximum	ADJ
fis-3298	98	111	stress	stress	NOUN
fis-3298	98	112	.	.	PUNCT
fis-3298	99	1	the	the	DET
fis-3298	99	2	steel	steel	NOUN
fis-3298	99	3	reinforcement	reinforcement	NOUN
fis-3298	99	4	modeled	model	VERB
fis-3298	99	5	with	with	ADP
fis-3298	99	6	a	a	DET
fis-3298	99	7	3	3	NUM
fis-3298	99	8	-	-	PUNCT
fis-3298	99	9	d	d	NOUN
fis-3298	99	10	spar	spar	NOUN
fis-3298	99	11	link	link	NOUN
fis-3298	99	12	180	180	NUM
fis-3298	99	13	element	element	NOUN
fis-3298	99	14	having	have	VERB
fis-3298	99	15	three	three	NUM
fis-3298	99	16	degrees	degree	NOUN
fis-3298	99	17	of	of	ADP
fis-3298	99	18	freedom	freedom	NOUN
fis-3298	99	19	at	at	ADP
fis-3298	99	20	each	each	DET
fis-3298	99	21	node	node	NOUN
fis-3298	99	22	(	(	PUNCT
fis-3298	99	23	translation	translation	NOUN
fis-3298	99	24	in	in	ADP
fis-3298	99	25	x	x	PROPN
fis-3298	99	26	,	,	PUNCT
fis-3298	99	27	y	y	PROPN
fis-3298	99	28	,	,	PUNCT
fis-3298	99	29	z	z	NOUN
fis-3298	99	30	directions	direction	NOUN
fis-3298	99	31	)	)	PUNCT
fis-3298	99	32	,	,	PUNCT
fis-3298	99	33	as	as	SCONJ
fis-3298	99	34	shown	show	VERB
fis-3298	99	35	in	in	ADP
fis-3298	99	36	fig	fig	NOUN
fis-3298	99	37	.	.	PUNCT
fis-3298	100	1	3(b	3(b	NUM
fis-3298	100	2	)	)	PUNCT
fis-3298	100	3	.	.	PUNCT
fis-3298	101	1	the	the	DET
fis-3298	101	2	reinforcement	reinforcement	NOUN
fis-3298	101	3	element	element	NOUN
fis-3298	101	4	is	be	AUX
fis-3298	101	5	assumed	assume	VERB
fis-3298	101	6	to	to	PART
fis-3298	101	7	be	be	AUX
fis-3298	101	8	a	a	DET
fis-3298	101	9	bilinear	bilinear	ADJ
fis-3298	101	10	isotropic	isotropic	NOUN
fis-3298	101	11	elastic	elastic	ADJ
fis-3298	101	12	-	-	PUNCT
fis-3298	101	13	perfectly	perfectly	ADV
fis-3298	101	14	plastic	plastic	ADJ
fis-3298	101	15	material	material	NOUN
fis-3298	101	16	identical	identical	ADJ
fis-3298	101	17	in	in	ADP
fis-3298	101	18	tension	tension	NOUN
fis-3298	101	19	and	and	CCONJ
fis-3298	101	20	compression	compression	NOUN
fis-3298	101	21	.	.	PUNCT
fis-3298	102	1	shell	shell	PROPN
fis-3298	102	2	181	181	NUM
fis-3298	102	3	element	element	NOUN
fis-3298	102	4	is	be	AUX
fis-3298	102	5	used	use	VERB
fis-3298	102	6	to	to	PART
fis-3298	102	7	model	model	VERB
fis-3298	102	8	the	the	DET
fis-3298	102	9	frp	frp	PROPN
fis-3298	102	10	sheet	sheet	NOUN
fis-3298	102	11	.	.	PUNCT
fis-3298	103	1	the	the	DET
fis-3298	103	2	thickness	thickness	NOUN
fis-3298	103	3	of	of	ADP
fis-3298	103	4	a	a	DET
fis-3298	103	5	shell	shell	ADJ
fis-3298	103	6	element	element	NOUN
fis-3298	103	7	is	be	AUX
fis-3298	103	8	relatively	relatively	ADV
fis-3298	103	9	small	small	ADJ
fis-3298	103	10	compared	compare	VERB
fis-3298	103	11	to	to	ADP
fis-3298	103	12	other	other	ADJ
fis-3298	103	13	dimensions	dimension	NOUN
fis-3298	103	14	of	of	ADP
fis-3298	103	15	the	the	DET
fis-3298	103	16	element	element	NOUN
fis-3298	103	17	.	.	PUNCT
fis-3298	104	1	this	this	DET
fis-3298	104	2	element	element	NOUN
fis-3298	104	3	is	be	AUX
fis-3298	104	4	a	a	DET
fis-3298	104	5	four	four	NUM
fis-3298	104	6	-	-	PUNCT
fis-3298	104	7	node	node	NOUN
fis-3298	104	8	element	element	NOUN
fis-3298	104	9	with	with	ADP
fis-3298	104	10	six	six	NUM
fis-3298	104	11	degrees	degree	NOUN
fis-3298	104	12	of	of	ADP
fis-3298	104	13	freedom	freedom	NOUN
fis-3298	104	14	at	at	ADP
fis-3298	104	15	each	each	DET
fis-3298	104	16	node	node	NOUN
fis-3298	104	17	:	:	PUNCT
fis-3298	104	18	x	x	X
fis-3298	104	19	,	,	PUNCT
fis-3298	104	20	y	y	PROPN
fis-3298	104	21	,	,	PUNCT
fis-3298	104	22	z	z	NOUN
fis-3298	104	23	-	-	PUNCT
fis-3298	104	24	direction	direction	NOUN
fis-3298	104	25	translations	translation	NOUN
fis-3298	104	26	,	,	PUNCT
fis-3298	104	27	and	and	CCONJ
fis-3298	104	28	x	x	X
fis-3298	104	29	,	,	PUNCT
fis-3298	104	30	y	y	PROPN
fis-3298	104	31	,	,	PUNCT
fis-3298	104	32	and	and	CCONJ
fis-3298	104	33	z	z	NOUN
fis-3298	104	34	-	-	PUNCT
fis-3298	104	35	axis	axis	NOUN
fis-3298	104	36	rotations	rotation	NOUN
fis-3298	104	37	fig.2	fig.2	PROPN
fis-3298	104	38	(	(	PUNCT
fis-3298	104	39	c	c	NOUN
fis-3298	104	40	)	)	PUNCT
fis-3298	104	41	.	.	PUNCT
fis-3298	105	1	to	to	PART
fis-3298	105	2	exclude	exclude	VERB
fis-3298	105	3	the	the	DET
fis-3298	105	4	debonding	debonding	NOUN
fis-3298	105	5	of	of	ADP
fis-3298	105	6	frp	frp	PROPN
fis-3298	105	7	sheets	sheet	NOUN
fis-3298	105	8	,	,	PUNCT
fis-3298	105	9	the	the	DET
fis-3298	105	10	effective	effective	ADJ
fis-3298	105	11	frp	frp	NOUN
fis-3298	105	12	strain	strain	NOUN
fis-3298	105	13	should	should	AUX
fis-3298	105	14	be	be	AUX
fis-3298	105	15	as	as	SCONJ
fis-3298	105	16	recommended	recommend	VERB
fis-3298	105	17	by	by	ADP
fis-3298	105	18	aci	aci	PROPN
fis-3298	105	19	440.2r-08	440.2r-08	PROPN
fis-3298	106	1	[	[	X
fis-3298	106	2	31	31	NUM
fis-3298	106	3	]	]	PUNCT
fis-3298	106	4	.	.	PUNCT
fis-3298	107	1	therefore	therefore	ADV
fis-3298	107	2	,	,	PUNCT
fis-3298	107	3	such	such	DET
fis-3298	107	4	a	a	DET
fis-3298	107	5	recommendation	recommendation	NOUN
fis-3298	107	6	is	be	AUX
fis-3298	107	7	used	use	VERB
fis-3298	107	8	to	to	PART
fis-3298	107	9	modify	modify	VERB
fis-3298	107	10	the	the	DET
fis-3298	107	11	debonding	debonding	NOUN
fis-3298	107	12	frp	frp	PROPN
fis-3298	107	13	strain	strain	NOUN
fis-3298	107	14	equation	equation	NOUN
fis-3298	107	15	originally	originally	ADV
fis-3298	107	16	proposed	propose	VERB
fis-3298	107	17	by	by	ADP
fis-3298	107	18	teng	teng	PROPN
fis-3298	107	19	et	et	PROPN
fis-3298	107	20	al	al	PROPN
fis-3298	107	21	.	.	PUNCT
fis-3298	108	1	[	[	X
fis-3298	108	2	23	23	NUM
fis-3298	108	3	]	]	PUNCT
fis-3298	108	4	.	.	PUNCT
fis-3298	109	1	the	the	DET
fis-3298	109	2	effective	effective	ADJ
fis-3298	109	3	frp	frp	PROPN
fis-3298	109	4	strain	strain	NOUN
fis-3298	109	5	to	to	PART
fis-3298	109	6	consider	consider	VERB
fis-3298	109	7	debonding	debonde	VERB
fis-3298	109	8	failure	failure	NOUN
fis-3298	109	9	in	in	ADP
fis-3298	109	10	modified	modified	ADJ
fis-3298	109	11	form	form	NOUN
fis-3298	109	12	is	be	AUX
fis-3298	109	13	given	give	VERB
fis-3298	109	14	by	by	ADP
fis-3298	109	15			PROPN
fis-3298	109	16			PROPN
fis-3298	109	17	0.41	0.41	NUM
fis-3298	109	18	     	     	SPACE
fis-3298	109	19	df	df	PROPN
fis-3298	110	1	f	f	PROPN
fis-3298	110	2	f	f	PROPN
fis-3298	110	3	fc	fc	PROPN
fis-3298	111	1	n	n	PROPN
fis-3298	111	2	e	e	PROPN
fis-3298	111	3	t	t	NOUN
fis-3298	111	4	ˋ	ˋ	X
fis-3298	111	5	≤	≤	NOUN
fis-3298	111	6	0.9	0.9	NUM
fis-3298	111	7			PROPN
fis-3298	111	8	uf	uf	PROPN
fis-3298	111	9	(	(	PUNCT
fis-3298	111	10	5	5	NUM
fis-3298	111	11	)	)	PUNCT
fis-3298	111	12	where	where	SCONJ
fis-3298	111	13	,	,	PUNCT
fis-3298	111	14			PROPN
fis-3298	111	15	df	df	NOUN
fis-3298	111	16	is	be	AUX
fis-3298	111	17	the	the	DET
fis-3298	111	18	debonding	debonding	NOUN
fis-3298	111	19	strain	strain	NOUN
fis-3298	111	20	of	of	ADP
fis-3298	111	21	externally	externally	ADV
fis-3298	111	22	bonded	bond	VERB
fis-3298	111	23	frp	frp	PROPN
fis-3298	111	24	reinforcement	reinforcement	PROPN
fis-3298	111	25	,	,	PUNCT
fis-3298	111	26	fc	fc	PROPN
fis-3298	111	27	ˋ	ˋ	NOUN
fis-3298	111	28	is	be	AUX
fis-3298	111	29	specified	specify	VERB
fis-3298	111	30	compressive	compressive	ADJ
fis-3298	111	31	strength	strength	NOUN
fis-3298	111	32	of	of	ADP
fis-3298	111	33	concrete	concrete	NOUN
fis-3298	111	34	,	,	PUNCT
fis-3298	111	35	(	(	PUNCT
fis-3298	111	36	mpa	mpa	PROPN
fis-3298	111	37	)	)	PUNCT
fis-3298	111	38	,	,	PUNCT
fis-3298	111	39	n	n	PRON
fis-3298	111	40	is	be	AUX
fis-3298	111	41	the	the	DET
fis-3298	111	42	number	number	NOUN
fis-3298	111	43	of	of	ADP
fis-3298	111	44	layers	layer	NOUN
fis-3298	111	45	,	,	PUNCT
fis-3298	111	46	fe	fe	X
fis-3298	111	47	is	be	AUX
fis-3298	111	48	the	the	DET
fis-3298	111	49	tensile	tensile	NOUN
fis-3298	111	50	modulus	modulus	NOUN
fis-3298	111	51	of	of	ADP
fis-3298	111	52	elasticity	elasticity	NOUN
fis-3298	111	53	of	of	ADP
fis-3298	111	54	frp	frp	PROPN
fis-3298	111	55	,	,	PUNCT
fis-3298	111	56	(	(	PUNCT
fis-3298	111	57	mpa	mpa	PROPN
fis-3298	111	58	)	)	PUNCT
fis-3298	111	59	,	,	PUNCT
fis-3298	111	60	ft	ft	PROPN
fis-3298	111	61	is	be	AUX
fis-3298	111	62	the	the	DET
fis-3298	111	63	nominal	nominal	ADJ
fis-3298	111	64	thickness	thickness	NOUN
fis-3298	111	65	of	of	ADP
fis-3298	111	66	one	one	NUM
fis-3298	111	67	ply	ply	NOUN
fis-3298	111	68	of	of	ADP
fis-3298	111	69	frp	frp	PROPN
fis-3298	111	70	reinforcement	reinforcement	NOUN
fis-3298	111	71	,	,	PUNCT
fis-3298	111	72	(	(	PUNCT
fis-3298	111	73	mm	mm	NOUN
fis-3298	111	74	)	)	PUNCT
fis-3298	111	75	,	,	PUNCT
fis-3298	111	76	and	and	CCONJ
fis-3298	111	77			PROPN
fis-3298	111	78	uf	uf	PROPN
fis-3298	111	79	is	be	AUX
fis-3298	111	80	the	the	DET
fis-3298	111	81	design	design	NOUN
fis-3298	111	82	rupture	rupture	NOUN
fis-3298	111	83	strain	strain	NOUN
fis-3298	111	84	of	of	ADP
fis-3298	111	85	frp	frp	PROPN
fis-3298	111	86	reinforcement	reinforcement	NOUN
fis-3298	111	87	.	.	PUNCT
fis-3298	112	1	m.	m.	NOUN
fis-3298	112	2	madqour	madqour	PROPN
fis-3298	112	3	et	et	PROPN
fis-3298	112	4	al	al	PROPN
fis-3298	112	5	,	,	PUNCT
fis-3298	112	6	frattura	frattura	PROPN
fis-3298	112	7	ed	ed	PROPN
fis-3298	112	8	integrità	integrità	PROPN
fis-3298	112	9	strutturale	strutturale	PROPN
fis-3298	112	10	,	,	PUNCT
fis-3298	112	11	59	59	NUM
fis-3298	112	12	(	(	PUNCT
fis-3298	112	13	2022	2022	NUM
fis-3298	112	14	)	)	PUNCT
fis-3298	112	15	62	62	NUM
fis-3298	112	16	-	-	SYM
fis-3298	112	17	77	77	NUM
fis-3298	112	18	;	;	PUNCT
fis-3298	112	19	doi	doi	NOUN
fis-3298	112	20	:	:	PUNCT
fis-3298	112	21	10.3221	10.3221	NUM
fis-3298	112	22	/	/	SYM
fis-3298	112	23	igf	igf	PROPN
fis-3298	112	24	-	-	ADJ
fis-3298	112	25	esis.59.05	esis.59.05	ADJ
fis-3298	112	26	67	67	NUM
fis-3298	112	27	solid	solid	ADJ
fis-3298	112	28	185	185	NUM
fis-3298	112	29	element	element	NOUN
fis-3298	112	30	is	be	AUX
fis-3298	112	31	used	use	VERB
fis-3298	112	32	to	to	PART
fis-3298	112	33	model	model	VERB
fis-3298	112	34	the	the	DET
fis-3298	112	35	loading	loading	NOUN
fis-3298	112	36	supports	support	NOUN
fis-3298	112	37	.	.	PUNCT
fis-3298	113	1	eight	eight	NUM
fis-3298	113	2	nodes	node	NOUN
fis-3298	113	3	represent	represent	VERB
fis-3298	113	4	this	this	DET
fis-3298	113	5	element	element	NOUN
fis-3298	113	6	fig.2(d	fig.2(d	NOUN
fis-3298	113	7	)	)	PUNCT
fis-3298	113	8	,	,	PUNCT
fis-3298	113	9	each	each	PRON
fis-3298	113	10	having	have	VERB
fis-3298	113	11	three	three	NUM
fis-3298	113	12	degrees	degree	NOUN
fis-3298	113	13	of	of	ADP
fis-3298	113	14	freedom	freedom	NOUN
fis-3298	113	15	in	in	ADP
fis-3298	113	16	the	the	DET
fis-3298	113	17	nodal	nodal	ADJ
fis-3298	113	18	directions	direction	NOUN
fis-3298	113	19	x	x	X
fis-3298	113	20	,	,	PUNCT
fis-3298	113	21	y	y	PROPN
fis-3298	113	22	,	,	PUNCT
fis-3298	113	23	and	and	CCONJ
fis-3298	113	24	z.	z.	PROPN
fis-3298	113	25	plasticity	plasticity	PROPN
fis-3298	113	26	,	,	PUNCT
fis-3298	113	27	stress	stress	NOUN
fis-3298	113	28	stiffening	stiffening	NOUN
fis-3298	113	29	,	,	PUNCT
fis-3298	113	30	creeping	creep	VERB
fis-3298	113	31	,	,	PUNCT
fis-3298	113	32	large	large	ADJ
fis-3298	113	33	deflection	deflection	NOUN
fis-3298	113	34	,	,	PUNCT
fis-3298	113	35	and	and	CCONJ
fis-3298	113	36	high	high	ADJ
fis-3298	113	37	strain	strain	NOUN
fis-3298	113	38	power	power	NOUN
fis-3298	113	39	are	be	AUX
fis-3298	113	40	all	all	PRON
fis-3298	113	41	capabilities	capability	NOUN
fis-3298	113	42	of	of	ADP
fis-3298	113	43	the	the	DET
fis-3298	113	44	element	element	NOUN
fis-3298	113	45	.	.	PUNCT
fis-3298	114	1	the	the	DET
fis-3298	114	2	adhesive	adhesive	NOUN
fis-3298	114	3	is	be	AUX
fis-3298	114	4	modeled	model	VERB
fis-3298	114	5	using	use	VERB
fis-3298	114	6	the	the	DET
fis-3298	114	7	element	element	ADJ
fis-3298	114	8	solid45	solid45	ADJ
fis-3298	114	9	fig	fig	NOUN
fis-3298	114	10	.	.	PUNCT
fis-3298	115	1	2(d	2(d	NUM
fis-3298	115	2	)	)	PUNCT
fis-3298	115	3	.	.	PUNCT
fis-3298	116	1	it	it	PRON
fis-3298	116	2	is	be	AUX
fis-3298	116	3	an	an	DET
fis-3298	116	4	eight	eight	NUM
fis-3298	116	5	-	-	PUNCT
fis-3298	116	6	node	node	ADJ
fis-3298	116	7	three	three	NUM
fis-3298	116	8	-	-	PUNCT
fis-3298	116	9	dimensional	dimensional	ADJ
fis-3298	116	10	structure	structure	NOUN
fis-3298	116	11	with	with	ADP
fis-3298	116	12	three	three	NUM
fis-3298	116	13	degrees	degree	NOUN
fis-3298	116	14	of	of	ADP
fis-3298	116	15	freedom	freedom	NOUN
fis-3298	116	16	at	at	ADP
fis-3298	116	17	each	each	DET
fis-3298	116	18	node	node	NOUN
fis-3298	116	19	,	,	PUNCT
fis-3298	116	20	i.e.	i.e.	X
fis-3298	116	21	,	,	PUNCT
fis-3298	116	22	translations	translation	NOUN
fis-3298	116	23	in	in	ADP
fis-3298	116	24	directions	direction	NOUN
fis-3298	116	25	nodal	nodal	NOUN
fis-3298	116	26	x	x	NOUN
fis-3298	116	27	,	,	PUNCT
fis-3298	116	28	y	y	PROPN
fis-3298	116	29	,	,	PUNCT
fis-3298	116	30	and	and	CCONJ
fis-3298	116	31	z.	z.	PROPN
fis-3298	117	1	the	the	DET
fis-3298	117	2	element	element	NOUN
fis-3298	117	3	has	have	VERB
fis-3298	117	4	the	the	DET
fis-3298	117	5	capacity	capacity	NOUN
fis-3298	117	6	for	for	ADP
fis-3298	117	7	plasticity	plasticity	NOUN
fis-3298	117	8	,	,	PUNCT
fis-3298	117	9	creeping	creeping	NOUN
fis-3298	117	10	,	,	PUNCT
fis-3298	117	11	swelling	swelling	NOUN
fis-3298	117	12	,	,	PUNCT
fis-3298	117	13	stress	stress	NOUN
fis-3298	117	14	stiffening	stiffening	NOUN
fis-3298	117	15	,	,	PUNCT
fis-3298	117	16	large	large	ADJ
fis-3298	117	17	deflection	deflection	NOUN
fis-3298	117	18	,	,	PUNCT
fis-3298	117	19	and	and	CCONJ
fis-3298	117	20	significant	significant	ADJ
fis-3298	117	21	strain	strain	NOUN
fis-3298	117	22	.	.	PUNCT
fis-3298	118	1	hawileh	hawileh	ADV
fis-3298	118	2	et	et	PROPN
fis-3298	118	3	al	al	PROPN
fis-3298	118	4	.	.	PUNCT
fis-3298	119	1	[	[	X
fis-3298	119	2	24	24	NUM
fis-3298	119	3	]	]	PUNCT
fis-3298	119	4	used	use	VERB
fis-3298	119	5	the	the	DET
fis-3298	119	6	solid45	solid45	ADJ
fis-3298	119	7	element	element	NOUN
fis-3298	119	8	to	to	PART
fis-3298	119	9	model	model	NOUN
fis-3298	119	10	adhesive	adhesive	NOUN
fis-3298	119	11	and	and	CCONJ
fis-3298	119	12	obtained	obtain	VERB
fis-3298	119	13	satisfactory	satisfactory	ADJ
fis-3298	119	14	results	result	NOUN
fis-3298	119	15	in	in	ADP
fis-3298	119	16	the	the	DET
fis-3298	119	17	study	study	NOUN
fis-3298	119	18	of	of	ADP
fis-3298	119	19	rc	rc	PROPN
fis-3298	119	20	beams	beam	NOUN
fis-3298	119	21	reinforced	reinforce	VERB
fis-3298	119	22	by	by	ADP
fis-3298	119	23	frp	frp	PROPN
fis-3298	119	24	.	.	PUNCT
fis-3298	120	1	this	this	DET
fis-3298	120	2	system	system	NOUN
fis-3298	120	3	consists	consist	VERB
fis-3298	120	4	of	of	ADP
fis-3298	120	5	two	two	NUM
fis-3298	120	6	nodes	node	NOUN
fis-3298	120	7	,	,	PUNCT
fis-3298	120	8	one	one	NUM
fis-3298	120	9	set	set	NOUN
fis-3298	120	10	of	of	ADP
fis-3298	120	11	nodes	node	NOUN
fis-3298	120	12	with	with	ADP
fis-3298	120	13	the	the	DET
fis-3298	120	14	concrete	concrete	ADJ
fis-3298	120	15	element	element	NOUN
fis-3298	120	16	used	use	VERB
fis-3298	120	17	in	in	ADP
fis-3298	120	18	this	this	DET
fis-3298	120	19	analysis	analysis	NOUN
fis-3298	120	20	and	and	CCONJ
fis-3298	120	21	another	another	PRON
fis-3298	120	22	with	with	ADP
fis-3298	120	23	frp	frp	PROPN
fis-3298	120	24	elements	element	NOUN
fis-3298	120	25	.	.	PUNCT
fis-3298	121	1	the	the	DET
fis-3298	121	2	material	material	NOUN
fis-3298	121	3	properties	property	NOUN
fis-3298	121	4	of	of	ADP
fis-3298	121	5	the	the	DET
fis-3298	121	6	concrete	concrete	ADJ
fis-3298	121	7	,	,	PUNCT
fis-3298	121	8	steel	steel	NOUN
fis-3298	121	9	reinforcement	reinforcement	NOUN
fis-3298	121	10	,	,	PUNCT
fis-3298	121	11	cfrp	cfrp	NOUN
fis-3298	121	12	,	,	PUNCT
fis-3298	121	13	steel	steel	NOUN
fis-3298	121	14	plate	plate	NOUN
fis-3298	121	15	,	,	PUNCT
fis-3298	121	16	and	and	CCONJ
fis-3298	121	17	epoxy	epoxy	NOUN
fis-3298	121	18	used	use	VERB
fis-3298	121	19	in	in	ADP
fis-3298	121	20	the	the	DET
fis-3298	121	21	developed	develop	VERB
fis-3298	121	22	fe	fe	NOUN
fis-3298	121	23	models	model	NOUN
fis-3298	121	24	are	be	AUX
fis-3298	121	25	summarized	summarize	VERB
fis-3298	121	26	in	in	ADP
fis-3298	121	27	table	table	NOUN
fis-3298	121	28	2	2	NUM
fis-3298	121	29	.	.	PUNCT
fis-3298	121	30	table	table	NOUN
fis-3298	121	31	2	2	NUM
fis-3298	121	32	:	:	PUNCT
fis-3298	121	33	material	material	NOUN
fis-3298	121	34	properties	property	NOUN
fis-3298	121	35	concrete	concrete	ADJ
fis-3298	121	36	,	,	PUNCT
fis-3298	121	37	reinforcement	reinforcement	NOUN
fis-3298	121	38	steel	steel	NOUN
fis-3298	121	39	,	,	PUNCT
fis-3298	121	40	cfrp	cfrp	NOUN
fis-3298	121	41	,	,	PUNCT
fis-3298	121	42	epoxy	epoxy	NOUN
fis-3298	121	43	,	,	PUNCT
fis-3298	121	44	and	and	CCONJ
fis-3298	121	45	steel	steel	NOUN
fis-3298	121	46	plate	plate	NOUN
fis-3298	121	47	.	.	PUNCT
fis-3298	122	1	fe	fe	PROPN
fis-3298	122	2	model	model	NOUN
fis-3298	122	3	validation	validation	PROPN
fis-3298	122	4	he	he	PRON
fis-3298	122	5	flexural	flexural	ADJ
fis-3298	122	6	behavior	behavior	NOUN
fis-3298	122	7	of	of	ADP
fis-3298	122	8	rc	rc	PROPN
fis-3298	122	9	beams	beam	NOUN
fis-3298	122	10	externally	externally	ADV
fis-3298	122	11	strengthening	strengthen	VERB
fis-3298	122	12	with	with	ADP
fis-3298	122	13	cfrp	cfrp	NOUN
fis-3298	122	14	sheets	sheet	NOUN
fis-3298	122	15	is	be	AUX
fis-3298	122	16	studied	study	VERB
fis-3298	122	17	using	use	VERB
fis-3298	122	18	a	a	DET
fis-3298	122	19	total	total	NOUN
fis-3298	122	20	of	of	ADP
fis-3298	122	21	nineteen	nineteen	NUM
fis-3298	122	22	fe	fe	NOUN
fis-3298	122	23	models	model	NOUN
fis-3298	122	24	.	.	PUNCT
fis-3298	123	1	the	the	DET
fis-3298	123	2	accuracy	accuracy	NOUN
fis-3298	123	3	of	of	ADP
fis-3298	123	4	the	the	DET
fis-3298	123	5	numerical	numerical	ADJ
fis-3298	123	6	model	model	NOUN
fis-3298	123	7	is	be	AUX
fis-3298	123	8	validated	validate	VERB
fis-3298	123	9	by	by	ADP
fis-3298	123	10	comparing	compare	VERB
fis-3298	123	11	experimental	experimental	ADJ
fis-3298	123	12	results	result	NOUN
fis-3298	123	13	with	with	ADP
fis-3298	123	14	the	the	DET
fis-3298	123	15	ten	ten	NUM
fis-3298	123	16	beams	beam	NOUN
fis-3298	123	17	reported	report	VERB
fis-3298	123	18	in	in	ADP
fis-3298	123	19	table	table	NOUN
fis-3298	123	20	1	1	NUM
fis-3298	123	21	,	,	PUNCT
fis-3298	123	22	and	and	CCONJ
fis-3298	123	23	the	the	DET
fis-3298	123	24	remaining	remain	VERB
fis-3298	123	25	models	model	NOUN
fis-3298	123	26	are	be	AUX
fis-3298	123	27	developed	develop	VERB
fis-3298	123	28	to	to	PART
fis-3298	123	29	study	study	VERB
fis-3298	123	30	the	the	DET
fis-3298	123	31	effect	effect	NOUN
fis-3298	123	32	of	of	ADP
fis-3298	123	33	cfrp	cfrp	NOUN
fis-3298	123	34	width	width	NOUN
fis-3298	123	35	and	and	CCONJ
fis-3298	123	36	sheet	sheet	NOUN
fis-3298	123	37	size	size	NOUN
fis-3298	123	38	on	on	ADP
fis-3298	123	39	the	the	DET
fis-3298	123	40	flexural	flexural	ADJ
fis-3298	123	41	behavior	behavior	NOUN
fis-3298	123	42	of	of	ADP
fis-3298	123	43	the	the	DET
fis-3298	123	44	beams	beam	NOUN
fis-3298	123	45	.	.	PUNCT
fis-3298	124	1	fig	fig	NOUN
fis-3298	124	2	.	.	PUNCT
fis-3298	125	1	4	4	NUM
fis-3298	125	2	shows	show	VERB
fis-3298	125	3	the	the	DET
fis-3298	125	4	developed	develop	VERB
fis-3298	125	5	fe	fe	NOUN
fis-3298	125	6	models	model	NOUN
fis-3298	125	7	for	for	ADP
fis-3298	125	8	a	a	DET
fis-3298	125	9	rc	rc	PROPN
fis-3298	125	10	beam	beam	NOUN
fis-3298	125	11	,	,	PUNCT
fis-3298	125	12	externally	externally	ADV
fis-3298	125	13	strengthening	strengthen	VERB
fis-3298	125	14	with	with	ADP
fis-3298	125	15	cfrp	cfrp	NOUN
fis-3298	125	16	sheets	sheet	NOUN
fis-3298	125	17	.	.	PUNCT
fis-3298	126	1	the	the	DET
fis-3298	126	2	four	four	NUM
fis-3298	126	3	beams	beam	NOUN
fis-3298	126	4	detailed	detail	VERB
fis-3298	126	5	in	in	ADP
fis-3298	126	6	the	the	DET
fis-3298	126	7	previous	previous	ADJ
fis-3298	126	8	section	section	NOUN
fis-3298	126	9	are	be	AUX
fis-3298	126	10	modeled	model	VERB
fis-3298	126	11	and	and	CCONJ
fis-3298	126	12	to	to	PART
fis-3298	126	13	evaluate	evaluate	VERB
fis-3298	126	14	the	the	DET
fis-3298	126	15	accuracy	accuracy	NOUN
fis-3298	126	16	of	of	ADP
fis-3298	126	17	the	the	DET
fis-3298	126	18	numerical	numerical	ADJ
fis-3298	126	19	models	model	NOUN
fis-3298	126	20	.	.	PUNCT
fis-3298	127	1	the	the	DET
fis-3298	127	2	predicted	predict	VERB
fis-3298	127	3	and	and	CCONJ
fis-3298	127	4	obtained	obtain	VERB
fis-3298	127	5	experimental	experimental	ADJ
fis-3298	127	6	data	datum	NOUN
fis-3298	127	7	are	be	AUX
fis-3298	127	8	compared	compare	VERB
fis-3298	127	9	for	for	ADP
fis-3298	127	10	all	all	DET
fis-3298	127	11	beams	beam	NOUN
fis-3298	127	12	.	.	PUNCT
fis-3298	128	1	for	for	ADP
fis-3298	128	2	four	four	NUM
fis-3298	128	3	beams	beam	NOUN
fis-3298	128	4	,	,	PUNCT
fis-3298	128	5	in	in	ADP
fis-3298	128	6	fig	fig	NOUN
fis-3298	128	7	.	.	PUNCT
fis-3298	129	1	5	5	NUM
fis-3298	129	2	are	be	AUX
fis-3298	129	3	plotted	plot	VERB
fis-3298	129	4	the	the	DET
fis-3298	129	5	experimental	experimental	ADJ
fis-3298	129	6	and	and	CCONJ
fis-3298	129	7	predicted	predict	VERB
fis-3298	129	8	results	result	NOUN
fis-3298	129	9	in	in	ADP
fis-3298	129	10	terms	term	NOUN
fis-3298	129	11	of	of	ADP
fis-3298	129	12	load	load	NOUN
fis-3298	129	13	versus	versus	ADP
fis-3298	129	14	mid	mid	ADJ
fis-3298	129	15	-	-	ADJ
fis-3298	129	16	span	span	NOUN
fis-3298	129	17	deflection	deflection	NOUN
fis-3298	129	18	.	.	PUNCT
fis-3298	130	1	table	table	NOUN
fis-3298	130	2	3	3	NUM
fis-3298	130	3	compares	compare	VERB
fis-3298	130	4	the	the	DET
fis-3298	130	5	fe	fe	NOUN
fis-3298	130	6	results	result	NOUN
fis-3298	130	7	and	and	CCONJ
fis-3298	130	8	experimental	experimental	ADJ
fis-3298	130	9	measured	measure	VERB
fis-3298	130	10	data	datum	NOUN
fis-3298	130	11	in	in	ADP
fis-3298	130	12	terms	term	NOUN
fis-3298	130	13	of	of	ADP
fis-3298	130	14	attained	attain	VERB
fis-3298	130	15	load	load	NOUN
fis-3298	130	16	(	(	PUNCT
fis-3298	130	17	pu	pu	PROPN
fis-3298	130	18	)	)	PUNCT
fis-3298	130	19	along	along	ADP
fis-3298	130	20	with	with	ADP
fis-3298	130	21	its	its	PRON
fis-3298	130	22	corresponding	corresponding	ADJ
fis-3298	130	23	mid	mid	ADJ
fis-3298	130	24	-	-	ADJ
fis-3298	130	25	span	span	ADJ
fis-3298	130	26	deflection	deflection	NOUN
fis-3298	130	27	(	(	PUNCT
fis-3298	130	28	δu	δu	NOUN
fis-3298	130	29	)	)	PUNCT
fis-3298	130	30	value	value	NOUN
fis-3298	130	31	.	.	PUNCT
fis-3298	131	1	material	material	PROPN
fis-3298	131	2	fe	fe	PROPN
fis-3298	131	3	type	type	NOUN
fis-3298	131	4	properties	property	NOUN
fis-3298	131	5	values	value	VERB
fis-3298	131	6	concrete	concrete	ADJ
fis-3298	131	7	solid	solid	ADJ
fis-3298	131	8	65	65	NUM
fis-3298	131	9	compressive	compressive	ADJ
fis-3298	131	10	strength	strength	NOUN
fis-3298	131	11	(	(	PUNCT
fis-3298	131	12	mpa	mpa	PROPN
fis-3298	131	13	)	)	PUNCT
fis-3298	131	14	32	32	NUM
fis-3298	131	15	modulus	modulus	NOUN
fis-3298	131	16	of	of	ADP
fis-3298	131	17	elasticity	elasticity	NOUN
fis-3298	131	18	(	(	PUNCT
fis-3298	131	19	gpa	gpa	PROPN
fis-3298	131	20	)	)	PUNCT
fis-3298	131	21	30.6	30.6	NUM
fis-3298	131	22	poisson	poisson	NOUN
fis-3298	131	23	's	's	PART
fis-3298	131	24	ratio(v	ratio(v	NOUN
fis-3298	131	25	)	)	PUNCT
fis-3298	131	26	0.25	0.25	NUM
fis-3298	131	27	modulus	modulus	NOUN
fis-3298	131	28	of	of	ADP
fis-3298	131	29	elasticity	elasticity	NOUN
fis-3298	131	30	(	(	PUNCT
fis-3298	131	31	gpa	gpa	PROPN
fis-3298	131	32	)	)	PUNCT
fis-3298	131	33	200	200	NUM
fis-3298	131	34	open	open	ADJ
fis-3298	131	35	shear	shear	NOUN
fis-3298	131	36	transfer	transfer	NOUN
fis-3298	131	37	0.50	0.50	NUM
fis-3298	131	38	closed	closed	ADJ
fis-3298	131	39	shear	shear	NOUN
fis-3298	131	40	coefficient	coefficient	NOUN
fis-3298	131	41	0.80	0.80	NUM
fis-3298	131	42	uniaxial	uniaxial	ADJ
fis-3298	131	43	cracking	cracking	NOUN
fis-3298	131	44	(	(	PUNCT
fis-3298	131	45	ft	ft	NOUN
fis-3298	131	46	)	)	PUNCT
fis-3298	131	47	32	32	NUM
fis-3298	131	48	uniaxial	uniaxial	NOUN
fis-3298	131	49	crushing	crush	VERB
fis-3298	131	50	(	(	PUNCT
fis-3298	131	51	fc	fc	INTJ
fis-3298	131	52	)	)	PUNCT
fis-3298	131	53	3.4	3.4	NUM
fis-3298	131	54	reinforcement	reinforcement	NOUN
fis-3298	131	55	steel	steel	NOUN
fis-3298	131	56	link	link	NOUN
fis-3298	131	57	180	180	NUM
fis-3298	131	58	yield	yield	NOUN
fis-3298	131	59	strength	strength	NOUN
fis-3298	131	60	(	(	PUNCT
fis-3298	131	61	mpa	mpa	PROPN
fis-3298	131	62	)	)	PUNCT
fis-3298	131	63	(	(	PUNCT
fis-3298	131	64	longitudinal	longitudinal	ADJ
fis-3298	131	65	)	)	PUNCT
fis-3298	131	66	525	525	NUM
fis-3298	131	67	yield	yield	NOUN
fis-3298	131	68	strength	strength	NOUN
fis-3298	131	69	(	(	PUNCT
fis-3298	131	70	mpa	mpa	PROPN
fis-3298	131	71	)	)	PUNCT
fis-3298	131	72	(	(	PUNCT
fis-3298	131	73	stirrups	stirrup	NOUN
fis-3298	131	74	)	)	PUNCT
fis-3298	131	75	400	400	NUM
fis-3298	132	1	poisson	poisson	NOUN
fis-3298	132	2	's	's	PART
fis-3298	132	3	ratio(v	ratio(v	NOUN
fis-3298	132	4	)	)	PUNCT
fis-3298	132	5	0.20	0.20	NUM
fis-3298	132	6	elastic	elastic	ADJ
fis-3298	132	7	modulus	modulus	NOUN
fis-3298	132	8	(	(	PUNCT
fis-3298	132	9	mpa	mpa	PROPN
fis-3298	132	10	)	)	PUNCT
fis-3298	132	11	200	200	NUM
fis-3298	132	12	000	000	NUM
fis-3298	132	13	cfrp	cfrp	NOUN
fis-3298	132	14	shell	shell	VERB
fis-3298	132	15	181	181	NUM
fis-3298	132	16	modulus	modulus	NOUN
fis-3298	132	17	of	of	ADP
fis-3298	132	18	elasticity	elasticity	NOUN
fis-3298	132	19	(	(	PUNCT
fis-3298	132	20	gpa	gpa	PROPN
fis-3298	132	21	)	)	PUNCT
fis-3298	132	22	230	230	NUM
fis-3298	132	23	design	design	NOUN
fis-3298	132	24	thickness	thickness	NOUN
fis-3298	132	25	(	(	PUNCT
fis-3298	132	26	mm	mm	NOUN
fis-3298	132	27	/	/	SYM
fis-3298	132	28	ply	ply	NOUN
fis-3298	132	29	)	)	PUNCT
fis-3298	132	30	0.129	0.129	NUM
fis-3298	132	31	tensile	tensile	NOUN
fis-3298	132	32	strength	strength	NOUN
fis-3298	132	33	(	(	PUNCT
fis-3298	132	34	mpa	mpa	PROPN
fis-3298	132	35	)	)	PUNCT
fis-3298	132	36	4000	4000	NUM
fis-3298	132	37	epoxy	epoxy	NOUN
fis-3298	132	38	solid45	solid45	ADJ
fis-3298	132	39	modulus	modulus	NOUN
fis-3298	132	40	of	of	ADP
fis-3298	132	41	elasticity	elasticity	NOUN
fis-3298	132	42	(	(	PUNCT
fis-3298	132	43	gpa	gpa	PROPN
fis-3298	132	44	)	)	PUNCT
fis-3298	132	45	4.50	4.50	NUM
fis-3298	132	46	tensile	tensile	NOUN
fis-3298	132	47	strength	strength	NOUN
fis-3298	132	48	(	(	PUNCT
fis-3298	132	49	mpa	mpa	PROPN
fis-3298	132	50	)	)	PUNCT
fis-3298	132	51	30	30	NUM
fis-3298	132	52	steel	steel	NOUN
fis-3298	132	53	plate	plate	NOUN
fis-3298	132	54	solid185	solid185	CCONJ
fis-3298	132	55	elastic	elastic	ADJ
fis-3298	132	56	modulus	modulus	NOUN
fis-3298	132	57	(	(	PUNCT
fis-3298	132	58	mpa	mpa	PROPN
fis-3298	132	59	)	)	PUNCT
fis-3298	132	60	200	200	NUM
fis-3298	132	61	000	000	NUM
fis-3298	132	62	poisson	poisson	PROPN
fis-3298	132	63	’s	’s	PART
fis-3298	132	64	ratio	ratio	NOUN
fis-3298	132	65	0.3	0.3	NUM
fis-3298	132	66	t	t	PROPN
fis-3298	132	67	m.	m.	NOUN
fis-3298	132	68	madqour	madqour	PROPN
fis-3298	132	69	et	et	PROPN
fis-3298	132	70	al	al	PROPN
fis-3298	132	71	,	,	PUNCT
fis-3298	132	72	frattura	frattura	PROPN
fis-3298	132	73	ed	ed	PROPN
fis-3298	132	74	integrità	integrità	PROPN
fis-3298	132	75	strutturale	strutturale	PROPN
fis-3298	132	76	,	,	PUNCT
fis-3298	132	77	59	59	NUM
fis-3298	132	78	(	(	PUNCT
fis-3298	132	79	2022	2022	NUM
fis-3298	132	80	)	)	PUNCT
fis-3298	132	81	62	62	NUM
fis-3298	132	82	-	-	SYM
fis-3298	132	83	77	77	NUM
fis-3298	132	84	;	;	PUNCT
fis-3298	132	85	doi	doi	NOUN
fis-3298	132	86	:	:	PUNCT
fis-3298	132	87	10.3221	10.3221	NUM
fis-3298	132	88	/	/	SYM
fis-3298	132	89	igf	igf	PROPN
fis-3298	132	90	-	-	ADJ
fis-3298	132	91	esis.59.05	esis.59.05	ADJ
fis-3298	132	92	68	68	NUM
fis-3298	132	93	figure	figure	NOUN
fis-3298	132	94	5	5	NUM
fis-3298	132	95	:	:	PUNCT
fis-3298	132	96	finite	finite	PROPN
fis-3298	132	97	element	element	NOUN
fis-3298	132	98	model	model	NOUN
fis-3298	132	99	of	of	ADP
fis-3298	132	100	a	a	DET
fis-3298	132	101	rc	rc	PROPN
fis-3298	132	102	beam	beam	NOUN
fis-3298	132	103	:	:	PUNCT
fis-3298	132	104	(	(	PUNCT
fis-3298	132	105	a	a	X
fis-3298	132	106	)	)	PUNCT
fis-3298	132	107	numerical	numerical	ADJ
fis-3298	132	108	model	model	NOUN
fis-3298	132	109	;	;	PUNCT
fis-3298	132	110	(	(	PUNCT
fis-3298	132	111	b	b	X
fis-3298	132	112	)	)	PUNCT
fis-3298	132	113	modeling	modeling	NOUN
fis-3298	132	114	of	of	ADP
fis-3298	132	115	longitudinal	longitudinal	ADJ
fis-3298	132	116	reinforcement	reinforcement	NOUN
fis-3298	132	117	without	without	ADP
fis-3298	132	118	stirrups	stirrup	NOUN
fis-3298	132	119	and	and	CCONJ
fis-3298	132	120	modeling	modeling	NOUN
fis-3298	132	121	of	of	ADP
fis-3298	132	122	longitudinal	longitudinal	ADJ
fis-3298	132	123	reinforcement	reinforcement	NOUN
fis-3298	132	124	with	with	ADP
fis-3298	132	125	stirrups	stirrup	NOUN
fis-3298	132	126	.	.	PUNCT
fis-3298	133	1	figure	figure	VERB
fis-3298	133	2	6	6	NUM
fis-3298	133	3	:	:	PUNCT
fis-3298	133	4	comparison	comparison	NOUN
fis-3298	133	5	between	between	ADP
fis-3298	133	6	experimental	experimental	ADJ
fis-3298	133	7	and	and	CCONJ
fis-3298	133	8	numerical	numerical	ADJ
fis-3298	133	9	load	load	NOUN
fis-3298	133	10	-	-	PUNCT
fis-3298	133	11	deflection	deflection	NOUN
fis-3298	133	12	curve	curve	NOUN
fis-3298	133	13	for	for	ADP
fis-3298	133	14	b00	b00	PROPN
fis-3298	133	15	,	,	PUNCT
fis-3298	133	16	b02	b02	PROPN
fis-3298	133	17	,	,	PUNCT
fis-3298	133	18	b04	b04	NOUN
fis-3298	133	19	,	,	PUNCT
fis-3298	133	20	and	and	CCONJ
fis-3298	133	21	b05	b05	NOUN
fis-3298	133	22	beams	beam	NOUN
fis-3298	133	23	.	.	PUNCT
fis-3298	134	1	table	table	NOUN
fis-3298	134	2	3	3	NUM
fis-3298	134	3	:	:	PUNCT
fis-3298	134	4	comparison	comparison	NOUN
fis-3298	134	5	between	between	ADP
fis-3298	134	6	experimental	experimental	ADJ
fis-3298	134	7	and	and	CCONJ
fis-3298	134	8	numerical	numerical	ADJ
fis-3298	134	9	results	result	NOUN
fis-3298	134	10	for	for	ADP
fis-3298	134	11	b00	b00	NOUN
fis-3298	134	12	,	,	PUNCT
fis-3298	134	13	b02	b02	PROPN
fis-3298	134	14	,	,	PUNCT
fis-3298	134	15	b04	b04	NOUN
fis-3298	134	16	,	,	PUNCT
fis-3298	134	17	and	and	CCONJ
fis-3298	134	18	b05	b05	NOUN
fis-3298	134	19	beams	beam	NOUN
fis-3298	134	20	.	.	PUNCT
fis-3298	135	1	parametric	parametric	ADJ
fis-3298	135	2	study	study	PROPN
fis-3298	135	3	n	n	CCONJ
fis-3298	135	4	this	this	DET
fis-3298	135	5	section	section	NOUN
fis-3298	135	6	,	,	PUNCT
fis-3298	135	7	parametric	parametric	ADJ
fis-3298	135	8	research	research	NOUN
fis-3298	135	9	is	be	AUX
fis-3298	135	10	carried	carry	VERB
fis-3298	135	11	out	out	ADP
fis-3298	135	12	by	by	ADP
fis-3298	135	13	developing	develop	VERB
fis-3298	135	14	and	and	CCONJ
fis-3298	135	15	analyzing	analyze	VERB
fis-3298	135	16	nine	nine	NUM
fis-3298	135	17	additional	additional	ADJ
fis-3298	135	18	fe	fe	NOUN
fis-3298	135	19	models	model	NOUN
fis-3298	135	20	to	to	PART
fis-3298	135	21	investigate	investigate	VERB
fis-3298	135	22	the	the	DET
fis-3298	135	23	influence	influence	NOUN
fis-3298	135	24	of	of	ADP
fis-3298	135	25	cfrp	cfrp	PROPN
fis-3298	135	26	laminate	laminate	NOUN
fis-3298	135	27	size	size	NOUN
fis-3298	135	28	(	(	PUNCT
fis-3298	135	29	width	width	NOUN
fis-3298	135	30	)	)	PUNCT
fis-3298	135	31	and	and	CCONJ
fis-3298	135	32	different	different	ADJ
fis-3298	135	33	schemes	scheme	NOUN
fis-3298	135	34	of	of	ADP
fis-3298	135	35	frp	frp	PROPN
fis-3298	135	36	laminates	laminate	NOUN
fis-3298	135	37	on	on	ADP
fis-3298	135	38	the	the	DET
fis-3298	135	39	flexural	flexural	ADJ
fis-3298	135	40	response	response	NOUN
fis-3298	135	41	and	and	CCONJ
fis-3298	135	42	strength	strength	NOUN
fis-3298	135	43	of	of	ADP
fis-3298	135	44	rc	rc	PROPN
fis-3298	135	45	beams	beam	NOUN
fis-3298	135	46	externally	externally	ADV
fis-3298	135	47	strengthened	strengthen	VERB
fis-3298	135	48	with	with	ADP
fis-3298	135	49	sheets	sheet	NOUN
fis-3298	135	50	as	as	ADP
fis-3298	135	51	in	in	ADP
fis-3298	135	52	fig	fig	NOUN
fis-3298	135	53	.	.	PUNCT
fis-3298	136	1	7	7	X
fis-3298	136	2	.	.	X
fis-3298	136	3	beam	beam	PROPN
fis-3298	136	4	no	no	INTJ
fis-3298	136	5	.	.	PUNCT
fis-3298	137	1	ansys	ansys	PROPN
fis-3298	137	2	(	(	PUNCT
fis-3298	137	3	100	100	NUM
fis-3298	137	4	mm	mm	NOUN
fis-3298	137	5	width	width	NOUN
fis-3298	137	6	)	)	PUNCT
fis-3298	137	7	experimental	experimental	ADJ
fis-3298	137	8	load	load	NOUN
fis-3298	137	9	(	(	PUNCT
fis-3298	137	10	kn	kn	NOUN
fis-3298	137	11	)	)	PUNCT
fis-3298	137	12	deflection	deflection	NOUN
fis-3298	137	13	(	(	PUNCT
fis-3298	137	14	mm	mm	NOUN
fis-3298	137	15	)	)	PUNCT
fis-3298	137	16	load	load	NOUN
fis-3298	137	17	(	(	PUNCT
fis-3298	137	18	kn	kn	NOUN
fis-3298	137	19	)	)	PUNCT
fis-3298	137	20	deflection	deflection	NOUN
fis-3298	137	21	(	(	PUNCT
fis-3298	137	22	mm	mm	NOUN
fis-3298	137	23	)	)	PUNCT
fis-3298	137	24	b00	b00	NOUN
fis-3298	137	25	51.39	51.39	NUM
fis-3298	137	26	30	30	NUM
fis-3298	137	27	51.20	51.20	NUM
fis-3298	137	28	32.01	32.01	NUM
fis-3298	137	29	b02	b02	NOUN
fis-3298	137	30	72.43	72.43	NUM
fis-3298	137	31	31.76	31.76	NUM
fis-3298	137	32	75.66	75.66	NUM
fis-3298	137	33	31.74	31.74	NUM
fis-3298	137	34	b04	b04	NOUN
fis-3298	137	35	77.67	77.67	NUM
fis-3298	137	36	23.82	23.82	NUM
fis-3298	137	37	75.1	75.1	NUM
fis-3298	137	38	26.13	26.13	NUM
fis-3298	137	39	b05	b05	NOUN
fis-3298	137	40	80.08	80.08	NUM
fis-3298	137	41	24.87	24.87	NUM
fis-3298	137	42	----	----	PUNCT
fis-3298	138	1	i	i	PRON
fis-3298	138	2	m.	m.	VERB
fis-3298	138	3	madqour	madqour	PROPN
fis-3298	138	4	et	et	PROPN
fis-3298	138	5	al	al	PROPN
fis-3298	138	6	,	,	PUNCT
fis-3298	138	7	frattura	frattura	PROPN
fis-3298	138	8	ed	ed	PROPN
fis-3298	138	9	integrità	integrità	PROPN
fis-3298	138	10	strutturale	strutturale	PROPN
fis-3298	138	11	,	,	PUNCT
fis-3298	138	12	59	59	NUM
fis-3298	138	13	(	(	PUNCT
fis-3298	138	14	2022	2022	NUM
fis-3298	138	15	)	)	PUNCT
fis-3298	138	16	62	62	NUM
fis-3298	138	17	-	-	SYM
fis-3298	138	18	77	77	NUM
fis-3298	138	19	;	;	PUNCT
fis-3298	138	20	doi	doi	NOUN
fis-3298	138	21	:	:	PUNCT
fis-3298	138	22	10.3221	10.3221	NUM
fis-3298	138	23	/	/	SYM
fis-3298	138	24	igf	igf	PROPN
fis-3298	138	25	-	-	ADJ
fis-3298	138	26	esis.59.05	esis.59.05	ADJ
fis-3298	138	27	69	69	NUM
fis-3298	138	28	figure	figure	NOUN
fis-3298	138	29	7	7	NUM
fis-3298	138	30	:	:	PUNCT
fis-3298	138	31	strengthening	strengthen	VERB
fis-3298	138	32	configurations	configuration	NOUN
fis-3298	138	33	of	of	ADP
fis-3298	138	34	specimens	specimen	NOUN
fis-3298	138	35	to	to	PART
fis-3298	138	36	investigate	investigate	VERB
fis-3298	138	37	the	the	DET
fis-3298	138	38	behavior	behavior	NOUN
fis-3298	138	39	of	of	ADP
fis-3298	138	40	the	the	DET
fis-3298	138	41	beam	beam	NOUN
fis-3298	138	42	when	when	SCONJ
fis-3298	138	43	the	the	DET
fis-3298	138	44	size	size	NOUN
fis-3298	138	45	(	(	PUNCT
fis-3298	138	46	width	width	NOUN
fis-3298	138	47	)	)	PUNCT
fis-3298	138	48	of	of	ADP
fis-3298	138	49	cfrp	cfrp	NOUN
fis-3298	138	50	sheets	sheet	NOUN
fis-3298	138	51	is	be	AUX
fis-3298	138	52	changed	change	VERB
fis-3298	138	53	,	,	PUNCT
fis-3298	138	54	nine	nine	NUM
fis-3298	138	55	fe	fe	NOUN
fis-3298	138	56	models	model	NOUN
fis-3298	138	57	were	be	AUX
fis-3298	138	58	developed	develop	VERB
fis-3298	138	59	.	.	PUNCT
fis-3298	139	1	one	one	NUM
fis-3298	139	2	of	of	ADP
fis-3298	139	3	the	the	DET
fis-3298	139	4	beams	beam	NOUN
fis-3298	139	5	was	be	AUX
fis-3298	139	6	modeled	model	VERB
fis-3298	139	7	as	as	ADP
fis-3298	139	8	an	an	DET
fis-3298	139	9	un	un	ADJ
fis-3298	139	10	-	-	ADJ
fis-3298	139	11	strengthened	strengthened	ADJ
fis-3298	139	12	control	control	NOUN
fis-3298	139	13	,	,	PUNCT
fis-3298	139	14	while	while	SCONJ
fis-3298	139	15	the	the	DET
fis-3298	139	16	other	other	ADJ
fis-3298	139	17	eight	eight	NUM
fis-3298	139	18	were	be	AUX
fis-3298	139	19	strengthened	strengthen	VERB
fis-3298	139	20	using	use	VERB
fis-3298	139	21	cfrp	cfrp	NOUN
fis-3298	139	22	sheets	sheet	NOUN
fis-3298	139	23	st	st	PROPN
fis-3298	139	24	re	re	PROPN
fis-3298	139	25	n	n	PROPN
fis-3298	139	26	gt	gt	PROPN
fis-3298	140	1	h	h	NOUN
fis-3298	140	2	en	en	ADV
fis-3298	140	3	in	in	ADP
fis-3298	140	4	g	g	PROPN
fis-3298	140	5	m	m	PROPN
fis-3298	140	6	od	od	PROPN
fis-3298	140	7	el	el	PROPN
fis-3298	140	8	s	s	PROPN
fis-3298	140	9	one	one	NUM
fis-3298	140	10	layer	layer	NOUN
fis-3298	140	11	s01	s01	NOUN
fis-3298	140	12	(	(	PUNCT
fis-3298	140	13	one	one	NUM
fis-3298	140	14	layer	layer	NOUN
fis-3298	140	15	)	)	PUNCT
fis-3298	140	16	s01u	s01u	PUNCT
fis-3298	141	1	(	(	PUNCT
fis-3298	141	2	one	one	NUM
fis-3298	141	3	layer	layer	NOUN
fis-3298	141	4	+	+	CCONJ
fis-3298	141	5	6u	6u	NUM
fis-3298	141	6	shape	shape	NOUN
fis-3298	141	7	)	)	PUNCT
fis-3298	141	8	s01s	s01s	PUNCT
fis-3298	142	1	(	(	PUNCT
fis-3298	142	2	one	one	NUM
fis-3298	142	3	layer	layer	NOUN
fis-3298	142	4	+	+	CCONJ
fis-3298	142	5	on	on	ADP
fis-3298	142	6	sides	side	NOUN
fis-3298	142	7	)	)	PUNCT
fis-3298	142	8	two	two	NUM
fis-3298	142	9	layers	layer	NOUN
fis-3298	142	10	s02	s02	PROPN
fis-3298	142	11	(	(	PUNCT
fis-3298	142	12	two	two	NUM
fis-3298	142	13	layers	layer	NOUN
fis-3298	142	14	)	)	PUNCT
fis-3298	142	15	s02	s02	PROPN
fis-3298	142	16	u	u	PROPN
fis-3298	142	17	(	(	PUNCT
fis-3298	142	18	two	two	NUM
fis-3298	142	19	-	-	PUNCT
fis-3298	142	20	layers	layer	NOUN
fis-3298	142	21	+	+	CCONJ
fis-3298	142	22	6u	6u	NUM
fis-3298	142	23	shape	shape	NOUN
fis-3298	142	24	)	)	PUNCT
fis-3298	142	25	s02	s02	PROPN
fis-3298	142	26	s	s	PART
fis-3298	142	27	(	(	PUNCT
fis-3298	142	28	two	two	NUM
fis-3298	142	29	layers	layer	NOUN
fis-3298	142	30	+	+	CCONJ
fis-3298	142	31	on	on	ADP
fis-3298	142	32	sides	side	NOUN
fis-3298	142	33	)	)	PUNCT
fis-3298	142	34	three	three	NUM
fis-3298	142	35	layers	layer	NOUN
fis-3298	142	36	s03	s03	NOUN
fis-3298	142	37	(	(	PUNCT
fis-3298	142	38	three	three	NUM
fis-3298	142	39	layers	layer	NOUN
fis-3298	142	40	)	)	PUNCT
fis-3298	142	41	s03u	s03u	PROPN
fis-3298	142	42	(	(	PUNCT
fis-3298	142	43	three	three	NUM
fis-3298	142	44	-	-	PUNCT
fis-3298	142	45	layers	layer	NOUN
fis-3298	142	46	+	+	CCONJ
fis-3298	142	47	8u	8u	NUM
fis-3298	142	48	shape	shape	NOUN
fis-3298	142	49	)	)	PUNCT
fis-3298	142	50	s03	s03	PROPN
fis-3298	142	51	s	s	PART
fis-3298	142	52	(	(	PUNCT
fis-3298	142	53	three	three	NUM
fis-3298	142	54	layers	layer	NOUN
fis-3298	142	55	+	+	CCONJ
fis-3298	142	56	on	on	ADP
fis-3298	142	57	sides	side	NOUN
fis-3298	142	58	)	)	PUNCT
fis-3298	142	59	m.	m.	NOUN
fis-3298	142	60	madqour	madqour	PROPN
fis-3298	142	61	et	et	PROPN
fis-3298	142	62	al	al	PROPN
fis-3298	142	63	,	,	PUNCT
fis-3298	142	64	frattura	frattura	PROPN
fis-3298	142	65	ed	ed	PROPN
fis-3298	142	66	integrità	integrità	PROPN
fis-3298	142	67	strutturale	strutturale	PROPN
fis-3298	142	68	,	,	PUNCT
fis-3298	142	69	59	59	NUM
fis-3298	142	70	(	(	PUNCT
fis-3298	142	71	2022	2022	NUM
fis-3298	142	72	)	)	PUNCT
fis-3298	142	73	62	62	NUM
fis-3298	142	74	-	-	SYM
fis-3298	142	75	77	77	NUM
fis-3298	142	76	;	;	PUNCT
fis-3298	142	77	doi	doi	NOUN
fis-3298	142	78	:	:	PUNCT
fis-3298	142	79	10.3221	10.3221	NUM
fis-3298	142	80	/	/	SYM
fis-3298	142	81	igf	igf	NOUN
fis-3298	142	82	-	-	ADJ
fis-3298	142	83	esis.59.05	esis.59.05	ADJ
fis-3298	142	84	70	70	NUM
fis-3298	142	85	of	of	ADP
fis-3298	142	86	varying	vary	VERB
fis-3298	142	87	width	width	NOUN
fis-3298	142	88	of	of	ADP
fis-3298	142	89	150	150	NUM
fis-3298	142	90	mm	mm	NOUN
fis-3298	142	91	.	.	PUNCT
fis-3298	142	92	table	table	NOUN
fis-3298	142	93	3	3	NUM
fis-3298	142	94	lists	list	VERB
fis-3298	142	95	the	the	DET
fis-3298	142	96	designations	designation	NOUN
fis-3298	142	97	for	for	ADP
fis-3298	142	98	each	each	DET
fis-3298	142	99	studied	study	VERB
fis-3298	142	100	model	model	NOUN
fis-3298	142	101	.	.	PUNCT
fis-3298	143	1	figure	figure	NOUN
fis-3298	143	2	6	6	NUM
fis-3298	143	3	shows	show	VERB
fis-3298	143	4	the	the	DET
fis-3298	143	5	predicted	predict	VERB
fis-3298	143	6	load	load	NOUN
fis-3298	143	7	versus	versus	ADP
fis-3298	143	8	mid	mid	ADJ
fis-3298	143	9	-	-	ADJ
fis-3298	143	10	span	span	ADJ
fis-3298	143	11	displacement	displacement	ADJ
fis-3298	143	12	response	response	NOUN
fis-3298	143	13	curves	curve	NOUN
fis-3298	143	14	.	.	PUNCT
fis-3298	144	1	table	table	NOUN
fis-3298	144	2	3	3	NUM
fis-3298	144	3	further	further	ADJ
fis-3298	144	4	summarizes	summarize	NOUN
fis-3298	144	5	the	the	DET
fis-3298	144	6	predicted	predict	VERB
fis-3298	144	7	ultimate	ultimate	ADJ
fis-3298	144	8	achieved	achieve	VERB
fis-3298	144	9	load	load	NOUN
fis-3298	144	10	(	(	PUNCT
fis-3298	144	11	pu	pu	PROPN
fis-3298	144	12	)	)	PUNCT
fis-3298	144	13	and	and	CCONJ
fis-3298	144	14	its	its	PRON
fis-3298	144	15	corresponding	corresponding	ADJ
fis-3298	144	16	mid	mid	ADJ
fis-3298	144	17	-	-	ADJ
fis-3298	144	18	span	span	ADJ
fis-3298	144	19	deflection	deflection	NOUN
fis-3298	144	20	(	(	PUNCT
fis-3298	144	21	u	u	NOUN
fis-3298	144	22	)	)	PUNCT
fis-3298	144	23	.	.	PUNCT
fis-3298	145	1	effect	effect	NOUN
fis-3298	145	2	of	of	ADP
fis-3298	145	3	cfrp	cfrp	NOUN
fis-3298	145	4	sheet	sheet	NOUN
fis-3298	145	5	size	size	NOUN
fis-3298	145	6	for	for	ADP
fis-3298	145	7	the	the	DET
fis-3298	145	8	case	case	NOUN
fis-3298	145	9	one	one	NUM
fis-3298	145	10	layer	layer	NOUN
fis-3298	145	11	as	as	SCONJ
fis-3298	145	12	expected	expect	VERB
fis-3298	145	13	,	,	PUNCT
fis-3298	145	14	the	the	DET
fis-3298	145	15	beams	beam	NOUN
fis-3298	145	16	with	with	ADP
fis-3298	145	17	a	a	DET
fis-3298	145	18	width	width	NOUN
fis-3298	145	19	of	of	ADP
fis-3298	145	20	150	150	NUM
fis-3298	145	21	mm	mm	NOUN
fis-3298	145	22	bonded	bond	VERB
fis-3298	145	23	frp	frp	PROPN
fis-3298	145	24	sheets	sheet	NOUN
fis-3298	145	25	obtained	obtain	VERB
fis-3298	145	26	a	a	DET
fis-3298	145	27	larger	large	ADJ
fis-3298	145	28	load	load	NOUN
fis-3298	145	29	-	-	PUNCT
fis-3298	145	30	carrying	carry	VERB
fis-3298	145	31	capacity	capacity	NOUN
fis-3298	145	32	(	(	PUNCT
fis-3298	145	33	flexural	flexural	ADJ
fis-3298	145	34	strength	strength	NOUN
fis-3298	145	35	)	)	PUNCT
fis-3298	145	36	than	than	ADP
fis-3298	145	37	the	the	DET
fis-3298	145	38	beams	beam	NOUN
fis-3298	145	39	with	with	ADP
fis-3298	145	40	a	a	DET
fis-3298	145	41	width	width	NOUN
fis-3298	145	42	of	of	ADP
fis-3298	145	43	100	100	NUM
fis-3298	145	44	mm	mm	NOUN
fis-3298	145	45	,	,	PUNCT
fis-3298	145	46	as	as	SCONJ
fis-3298	145	47	shown	show	VERB
fis-3298	145	48	in	in	ADP
fis-3298	145	49	fig	fig	NOUN
fis-3298	145	50	.	.	PUNCT
fis-3298	146	1	8	8	NUM
fis-3298	146	2	and	and	CCONJ
fis-3298	146	3	table	table	NOUN
fis-3298	146	4	4	4	NUM
fis-3298	146	5	.	.	PUNCT
fis-3298	147	1	the	the	DET
fis-3298	147	2	load	load	NOUN
fis-3298	147	3	-	-	PUNCT
fis-3298	147	4	carrying	carry	VERB
fis-3298	147	5	capacity	capacity	NOUN
fis-3298	147	6	(	(	PUNCT
fis-3298	147	7	pu	pu	PROPN
fis-3298	147	8	)	)	PUNCT
fis-3298	147	9	of	of	ADP
fis-3298	147	10	beam	beam	NOUN
fis-3298	147	11	s01	s01	NOUN
fis-3298	147	12	,	,	PUNCT
fis-3298	147	13	which	which	PRON
fis-3298	147	14	has	have	VERB
fis-3298	147	15	a	a	DET
fis-3298	147	16	150	150	NUM
fis-3298	147	17	mm	mm	NOUN
fis-3298	147	18	wide	wide	ADJ
fis-3298	147	19	cfrp	cfrp	NOUN
fis-3298	147	20	sheet	sheet	NOUN
fis-3298	147	21	,	,	PUNCT
fis-3298	147	22	is	be	AUX
fis-3298	147	23	8	8	NUM
fis-3298	147	24	%	%	NOUN
fis-3298	147	25	greater	great	ADJ
fis-3298	147	26	than	than	ADP
fis-3298	147	27	the	the	DET
fis-3298	147	28	control	control	NOUN
fis-3298	147	29	specimen	speciman	NOUN
fis-3298	147	30	.	.	PUNCT
fis-3298	148	1	fig.8	fig.8	PROPN
fis-3298	148	2	further	far	ADV
fis-3298	148	3	shows	show	VERB
fis-3298	148	4	that	that	SCONJ
fis-3298	148	5	the	the	DET
fis-3298	148	6	increase	increase	NOUN
fis-3298	148	7	in	in	ADP
fis-3298	148	8	pu	pu	PROPN
fis-3298	148	9	for	for	ADP
fis-3298	148	10	beams	beam	NOUN
fis-3298	148	11	s01u	s01u	VERB
fis-3298	148	12	with	with	ADP
fis-3298	148	13	150	150	NUM
fis-3298	148	14	mm	mm	NOUN
fis-3298	148	15	wide	wide	ADJ
fis-3298	148	16	cfrp	cfrp	NOUN
fis-3298	148	17	sheets	sheet	NOUN
fis-3298	148	18	and	and	CCONJ
fis-3298	148	19	s01s	s01s	NOUN
fis-3298	148	20	with	with	ADP
fis-3298	148	21	150	150	NUM
fis-3298	148	22	mm	mm	NOUN
fis-3298	148	23	wide	wide	ADJ
fis-3298	148	24	cfrp	cfrp	NOUN
fis-3298	148	25	sheets	sheet	NOUN
fis-3298	148	26	was	be	AUX
fis-3298	148	27	7.98	7.98	NUM
fis-3298	148	28	%	%	NOUN
fis-3298	148	29	and	and	CCONJ
fis-3298	148	30	12.95	12.95	NUM
fis-3298	148	31	%	%	NOUN
fis-3298	148	32	,	,	PUNCT
fis-3298	148	33	respectively	respectively	ADV
fis-3298	148	34	.	.	PUNCT
fis-3298	149	1	as	as	ADP
fis-3298	149	2	a	a	DET
fis-3298	149	3	result	result	NOUN
fis-3298	149	4	,	,	PUNCT
fis-3298	149	5	the	the	DET
fis-3298	149	6	increase	increase	NOUN
fis-3298	149	7	in	in	ADP
fis-3298	149	8	the	the	DET
fis-3298	149	9	load	load	NOUN
fis-3298	149	10	-	-	PUNCT
fis-3298	149	11	carrying	carry	VERB
fis-3298	149	12	capacity	capacity	NOUN
fis-3298	149	13	of	of	ADP
fis-3298	149	14	a	a	DET
fis-3298	149	15	beam	beam	NOUN
fis-3298	149	16	is	be	AUX
fis-3298	149	17	inversely	inversely	ADV
fis-3298	149	18	proportional	proportional	ADJ
fis-3298	149	19	to	to	ADP
fis-3298	149	20	the	the	DET
fis-3298	149	21	increase	increase	NOUN
fis-3298	149	22	in	in	ADP
fis-3298	149	23	cfrp	cfrp	PROPN
fis-3298	149	24	laminates	laminate	NOUN
fis-3298	149	25	'	'	PART
fis-3298	149	26	size	size	NOUN
fis-3298	149	27	(	(	PUNCT
fis-3298	149	28	width	width	NOUN
fis-3298	149	29	)	)	PUNCT
fis-3298	149	30	.	.	PUNCT
fis-3298	150	1	figure	figure	VERB
fis-3298	150	2	8	8	NUM
fis-3298	150	3	:	:	PUNCT
fis-3298	150	4	numerical	numerical	ADJ
fis-3298	150	5	load	load	NOUN
fis-3298	150	6	-	-	PUNCT
fis-3298	150	7	deflection	deflection	NOUN
fis-3298	150	8	curve	curve	NOUN
fis-3298	150	9	for	for	ADP
fis-3298	150	10	s01	s01	NOUN
fis-3298	150	11	,	,	PUNCT
fis-3298	150	12	s01s	s01s	X
fis-3298	150	13	,	,	PUNCT
fis-3298	150	14	and	and	CCONJ
fis-3298	150	15	s01u	s01u	NOUN
fis-3298	150	16	beams	beam	NOUN
fis-3298	150	17	.	.	PUNCT
fis-3298	151	1	effect	effect	NOUN
fis-3298	151	2	of	of	ADP
fis-3298	151	3	cfrp	cfrp	NOUN
fis-3298	151	4	sheet	sheet	NOUN
fis-3298	151	5	size	size	NOUN
fis-3298	151	6	for	for	ADP
fis-3298	151	7	case	case	NOUN
fis-3298	151	8	of	of	ADP
fis-3298	151	9	two	two	NUM
fis-3298	151	10	-	-	PUNCT
fis-3298	151	11	layers	layer	NOUN
fis-3298	151	12	the	the	DET
fis-3298	151	13	load	load	NOUN
fis-3298	151	14	versus	versus	ADP
fis-3298	151	15	mid	mid	ADJ
fis-3298	151	16	-	-	ADJ
fis-3298	151	17	span	span	NOUN
fis-3298	151	18	deflection	deflection	NOUN
fis-3298	151	19	curves	curve	NOUN
fis-3298	151	20	for	for	SCONJ
fis-3298	151	21	the	the	DET
fis-3298	151	22	two	two	NUM
fis-3298	151	23	layers	layer	NOUN
fis-3298	151	24	are	be	AUX
fis-3298	151	25	provided	provide	VERB
fis-3298	151	26	in	in	ADP
fis-3298	151	27	fig	fig	NOUN
fis-3298	151	28	.	.	PUNCT
fis-3298	152	1	9	9	X
fis-3298	152	2	.	.	X
fis-3298	153	1	the	the	DET
fis-3298	153	2	load	load	NOUN
fis-3298	153	3	capacity	capacity	NOUN
fis-3298	153	4	(	(	PUNCT
fis-3298	153	5	pu	pu	PROPN
fis-3298	153	6	)	)	PUNCT
fis-3298	153	7	of	of	ADP
fis-3298	153	8	beam	beam	PROPN
fis-3298	153	9	s02	s02	PROPN
fis-3298	153	10	,	,	PUNCT
fis-3298	153	11	which	which	PRON
fis-3298	153	12	has	have	VERB
fis-3298	153	13	a	a	DET
fis-3298	153	14	150	150	NUM
fis-3298	153	15	mm	mm	NOUN
fis-3298	153	16	wide	wide	ADJ
fis-3298	153	17	cfrp	cfrp	NOUN
fis-3298	153	18	sheet	sheet	NOUN
fis-3298	153	19	,	,	PUNCT
fis-3298	153	20	is	be	AUX
fis-3298	153	21	12.8	12.8	NUM
fis-3298	153	22	%	%	NOUN
fis-3298	153	23	greater	great	ADJ
fis-3298	153	24	than	than	ADP
fis-3298	153	25	that	that	PRON
fis-3298	153	26	of	of	ADP
fis-3298	153	27	the	the	DET
fis-3298	153	28	control	control	NOUN
fis-3298	153	29	specimen	speciman	NOUN
fis-3298	153	30	.	.	PUNCT
fis-3298	154	1	table	table	NOUN
fis-3298	154	2	4	4	NUM
fis-3298	154	3	further	far	ADV
fis-3298	154	4	shows	show	VERB
fis-3298	154	5	that	that	SCONJ
fis-3298	154	6	the	the	DET
fis-3298	154	7	increase	increase	NOUN
fis-3298	154	8	in	in	ADP
fis-3298	154	9	pu	pu	PROPN
fis-3298	154	10	for	for	ADP
fis-3298	154	11	beams	beam	NOUN
fis-3298	154	12	s02u	s02u	NOUN
fis-3298	154	13	with	with	ADP
fis-3298	154	14	150	150	NUM
fis-3298	154	15	mm	mm	NOUN
fis-3298	154	16	wide	wide	ADJ
fis-3298	154	17	cfrp	cfrp	NOUN
fis-3298	154	18	sheets	sheet	NOUN
fis-3298	154	19	and	and	CCONJ
fis-3298	154	20	s02s	s02	NOUN
fis-3298	154	21	with	with	ADP
fis-3298	154	22	150	150	NUM
fis-3298	154	23	mm	mm	NOUN
fis-3298	154	24	wide	wide	ADJ
fis-3298	154	25	cfrp	cfrp	NOUN
fis-3298	154	26	sheets	sheet	NOUN
fis-3298	154	27	was	be	AUX
fis-3298	154	28	9.58	9.58	NUM
fis-3298	154	29	%	%	NOUN
fis-3298	154	30	and	and	CCONJ
fis-3298	154	31	10.47	10.47	NUM
fis-3298	154	32	%	%	NOUN
fis-3298	154	33	,	,	PUNCT
fis-3298	154	34	respectively	respectively	ADV
fis-3298	154	35	,	,	PUNCT
fis-3298	154	36	as	as	ADP
fis-3298	154	37	a	a	DET
fis-3298	154	38	result	result	NOUN
fis-3298	154	39	,	,	PUNCT
fis-3298	154	40	the	the	DET
fis-3298	154	41	increase	increase	NOUN
fis-3298	154	42	in	in	ADP
fis-3298	154	43	the	the	DET
fis-3298	154	44	load	load	NOUN
fis-3298	154	45	capacity	capacity	NOUN
fis-3298	154	46	of	of	ADP
fis-3298	154	47	a	a	DET
fis-3298	154	48	beam	beam	NOUN
fis-3298	154	49	is	be	AUX
fis-3298	154	50	inversely	inversely	ADV
fis-3298	154	51	proportional	proportional	ADJ
fis-3298	154	52	to	to	ADP
fis-3298	154	53	the	the	DET
fis-3298	154	54	increase	increase	NOUN
fis-3298	154	55	in	in	ADP
fis-3298	154	56	the	the	DET
fis-3298	154	57	width	width	NOUN
fis-3298	154	58	of	of	ADP
fis-3298	154	59	cfrp	cfrp	NOUN
fis-3298	154	60	sheets	sheet	NOUN
fis-3298	154	61	.	.	PUNCT
fis-3298	155	1	m.	m.	NOUN
fis-3298	155	2	madqour	madqour	PROPN
fis-3298	155	3	et	et	PROPN
fis-3298	155	4	al	al	PROPN
fis-3298	155	5	,	,	PUNCT
fis-3298	155	6	frattura	frattura	PROPN
fis-3298	155	7	ed	ed	PROPN
fis-3298	155	8	integrità	integrità	PROPN
fis-3298	155	9	strutturale	strutturale	PROPN
fis-3298	155	10	,	,	PUNCT
fis-3298	155	11	59	59	NUM
fis-3298	155	12	(	(	PUNCT
fis-3298	155	13	2022	2022	NUM
fis-3298	155	14	)	)	PUNCT
fis-3298	155	15	62	62	NUM
fis-3298	155	16	-	-	SYM
fis-3298	155	17	77	77	NUM
fis-3298	155	18	;	;	PUNCT
fis-3298	155	19	doi	doi	NOUN
fis-3298	155	20	:	:	PUNCT
fis-3298	155	21	10.3221	10.3221	NUM
fis-3298	155	22	/	/	SYM
fis-3298	155	23	igf	igf	PROPN
fis-3298	155	24	-	-	ADJ
fis-3298	155	25	esis.59.05	esis.59.05	ADJ
fis-3298	155	26	71	71	NUM
fis-3298	155	27	figure	figure	NOUN
fis-3298	155	28	9	9	NUM
fis-3298	155	29	:	:	PUNCT
fis-3298	155	30	numerical	numerical	ADJ
fis-3298	155	31	load	load	NOUN
fis-3298	155	32	-	-	PUNCT
fis-3298	155	33	deflection	deflection	NOUN
fis-3298	155	34	curve	curve	NOUN
fis-3298	155	35	for	for	ADP
fis-3298	155	36	s02	s02	PROPN
fis-3298	155	37	,	,	PUNCT
fis-3298	155	38	s02s	s02	NOUN
fis-3298	155	39	,	,	PUNCT
fis-3298	155	40	and	and	CCONJ
fis-3298	155	41	s02u	s02u	NOUN
fis-3298	155	42	beams	beam	NOUN
fis-3298	155	43	.	.	PUNCT
fis-3298	156	1	effect	effect	NOUN
fis-3298	156	2	of	of	ADP
fis-3298	156	3	cfrp	cfrp	NOUN
fis-3298	156	4	sheet	sheet	NOUN
fis-3298	156	5	size	size	NOUN
fis-3298	156	6	for	for	ADP
fis-3298	156	7	in	in	ADP
fis-3298	156	8	case	case	NOUN
fis-3298	156	9	of	of	ADP
fis-3298	156	10	three	three	NUM
fis-3298	156	11	-	-	PUNCT
fis-3298	156	12	layers	layer	NOUN
fis-3298	156	13	the	the	DET
fis-3298	156	14	predicted	predict	VERB
fis-3298	156	15	load	load	NOUN
fis-3298	156	16	versus	versus	ADP
fis-3298	156	17	mid	mid	ADJ
fis-3298	156	18	-	-	ADJ
fis-3298	156	19	span	span	NOUN
fis-3298	156	20	deflection	deflection	NOUN
fis-3298	156	21	curves	curve	NOUN
fis-3298	156	22	for	for	ADP
fis-3298	156	23	the	the	DET
fis-3298	156	24	three	three	NUM
fis-3298	156	25	layers	layer	NOUN
fis-3298	156	26	are	be	AUX
fis-3298	156	27	provided	provide	VERB
fis-3298	156	28	in	in	ADP
fis-3298	156	29	fig	fig	NOUN
fis-3298	156	30	.	.	PUNCT
fis-3298	157	1	10	10	NUM
fis-3298	157	2	.	.	PUNCT
fis-3298	158	1	the	the	DET
fis-3298	158	2	ultimate	ultimate	ADJ
fis-3298	158	3	load	load	NOUN
fis-3298	158	4	of	of	ADP
fis-3298	158	5	beam	beam	ADJ
fis-3298	158	6	s03	s03	NOUN
fis-3298	158	7	with	with	ADP
fis-3298	158	8	a	a	DET
fis-3298	158	9	150	150	NUM
fis-3298	158	10	mm	mm	NOUN
fis-3298	158	11	wide	wide	ADJ
fis-3298	158	12	cfrp	cfrp	NOUN
fis-3298	158	13	sheet	sheet	NOUN
fis-3298	158	14	is	be	AUX
fis-3298	158	15	22.50	22.50	NUM
fis-3298	158	16	%	%	NOUN
fis-3298	158	17	greater	great	ADJ
fis-3298	158	18	than	than	ADP
fis-3298	158	19	that	that	PRON
fis-3298	158	20	of	of	ADP
fis-3298	158	21	the	the	DET
fis-3298	158	22	control	control	NOUN
fis-3298	158	23	specimen	speciman	NOUN
fis-3298	158	24	.	.	PUNCT
fis-3298	159	1	table	table	NOUN
fis-3298	159	2	4	4	NUM
fis-3298	159	3	shows	show	VERB
fis-3298	159	4	that	that	SCONJ
fis-3298	159	5	the	the	DET
fis-3298	159	6	increase	increase	NOUN
fis-3298	159	7	in	in	ADP
fis-3298	159	8	pu	pu	PROPN
fis-3298	159	9	for	for	ADP
fis-3298	159	10	beams	beam	NOUN
fis-3298	159	11	s03u	s03u	PUNCT
fis-3298	159	12	with	with	ADP
fis-3298	159	13	150	150	NUM
fis-3298	159	14	mm	mm	NOUN
fis-3298	159	15	wide	wide	ADJ
fis-3298	159	16	cfrp	cfrp	NOUN
fis-3298	159	17	sheets	sheet	NOUN
fis-3298	159	18	and	and	CCONJ
fis-3298	159	19	s03s	s03	VERB
fis-3298	159	20	with	with	ADP
fis-3298	159	21	150	150	NUM
fis-3298	159	22	mm	mm	NOUN
fis-3298	159	23	wide	wide	ADJ
fis-3298	159	24	cfrp	cfrp	NOUN
fis-3298	159	25	sheets	sheet	NOUN
fis-3298	159	26	was	be	AUX
fis-3298	159	27	14.10	14.10	NUM
fis-3298	159	28	%	%	NOUN
fis-3298	159	29	and	and	CCONJ
fis-3298	159	30	14.32	14.32	NUM
fis-3298	159	31	%	%	NOUN
fis-3298	159	32	,	,	PUNCT
fis-3298	159	33	respectively	respectively	ADV
fis-3298	159	34	.	.	PUNCT
fis-3298	159	35	  	  	SPACE
fis-3298	159	36	table	table	NOUN
fis-3298	159	37	4	4	NUM
fis-3298	159	38	:	:	PUNCT
fis-3298	159	39	comparison	comparison	NOUN
fis-3298	159	40	between	between	ADP
fis-3298	159	41	analytical	analytical	ADJ
fis-3298	159	42	and	and	CCONJ
fis-3298	159	43	experimental	experimental	ADJ
fis-3298	159	44	results	result	NOUN
fis-3298	159	45	.	.	PUNCT
fis-3298	160	1	beam	beam	NOUN
fis-3298	160	2	no	no	INTJ
fis-3298	160	3	.	.	PUNCT
fis-3298	161	1	ansys	ansys	PROPN
fis-3298	161	2	(	(	PUNCT
fis-3298	161	3	100	100	NUM
fis-3298	161	4	mm	mm	NOUN
fis-3298	161	5	width	width	NOUN
fis-3298	161	6	)	)	PUNCT
fis-3298	161	7	ansys	ansys	PROPN
fis-3298	161	8	(	(	PUNCT
fis-3298	161	9	150	150	NUM
fis-3298	161	10	mm	mm	NOUN
fis-3298	161	11	width	width	NOUN
fis-3298	161	12	)	)	PUNCT
fis-3298	161	13	experimental	experimental	ADJ
fis-3298	161	14	load	load	NOUN
fis-3298	161	15	(	(	PUNCT
fis-3298	161	16	kn	kn	NOUN
fis-3298	161	17	)	)	PUNCT
fis-3298	161	18	deflection	deflection	NOUN
fis-3298	161	19	(	(	PUNCT
fis-3298	161	20	mm	mm	NOUN
fis-3298	161	21	)	)	PUNCT
fis-3298	161	22	load	load	NOUN
fis-3298	161	23	(	(	PUNCT
fis-3298	161	24	kn	kn	NOUN
fis-3298	161	25	)	)	PUNCT
fis-3298	161	26	deflection	deflection	NOUN
fis-3298	161	27	(	(	PUNCT
fis-3298	161	28	mm	mm	NOUN
fis-3298	161	29	)	)	PUNCT
fis-3298	161	30	load	load	NOUN
fis-3298	161	31	(	(	PUNCT
fis-3298	161	32	kn	kn	NOUN
fis-3298	161	33	)	)	PUNCT
fis-3298	161	34	deflection	deflection	NOUN
fis-3298	161	35	(	(	PUNCT
fis-3298	161	36	mm	mm	INTJ
fis-3298	161	37	)	)	PUNCT
fis-3298	161	38	cb	cb	PROPN
fis-3298	162	1	51.39	51.39	NUM
fis-3298	162	2	30	30	NUM
fis-3298	162	3	51.39	51.39	NUM
fis-3298	162	4	30	30	NUM
fis-3298	162	5	51.20	51.20	NUM
fis-3298	162	6	32.01	32.01	NUM
fis-3298	162	7	s01	s01	NOUN
fis-3298	162	8	75.21	75.21	NUM
fis-3298	162	9	23.92	23.92	NUM
fis-3298	162	10	81.78	81.78	NUM
fis-3298	162	11	28.25	28.25	NUM
fis-3298	162	12	69.44	69.44	NUM
fis-3298	162	13	27.72	27.72	NUM
fis-3298	162	14	s01s	s01s	X
fis-3298	162	15	72.43	72.43	NUM
fis-3298	162	16	31.76	31.76	NUM
fis-3298	162	17	83.20	83.20	NUM
fis-3298	162	18	34.01	34.01	NUM
fis-3298	162	19	75.66	75.66	NUM
fis-3298	162	20	31.74	31.74	NUM
fis-3298	162	21	s01u	s01u	X
fis-3298	162	22	78.43	78.43	NUM
fis-3298	162	23	24.79	24.79	NUM
fis-3298	162	24	85.23	85.23	NUM
fis-3298	162	25	29.85	29.85	NUM
fis-3298	162	26	73.76	73.76	NUM
fis-3298	162	27	32.96	32.96	NUM
fis-3298	162	28	s02	s02	PROPN
fis-3298	162	29	77.67	77.67	NUM
fis-3298	162	30	23.82	23.82	NUM
fis-3298	162	31	89.08	89.08	NUM
fis-3298	162	32	28.14	28.14	NUM
fis-3298	162	33	75.1	75.1	NUM
fis-3298	162	34	26.13	26.13	NUM
fis-3298	162	35	s02s	s02	NOUN
fis-3298	162	36	80.08	80.08	NUM
fis-3298	162	37	24.87	24.87	NUM
fis-3298	162	38	89.45	89.45	NUM
fis-3298	162	39	26.74	26.74	NUM
fis-3298	162	40	----	----	PUNCT
fis-3298	162	41	s02u	s02u	NUM
fis-3298	162	42	88.03	88.03	NUM
fis-3298	162	43	24.53	24.53	NUM
fis-3298	162	44	97.36	97.36	NUM
fis-3298	162	45	30.96	30.96	NUM
fis-3298	162	46	87.85	87.85	NUM
fis-3298	162	47	36.96	36.96	NUM
fis-3298	162	48	s03	s03	NOUN
fis-3298	162	49	76.39	76.39	NUM
fis-3298	162	50	23.69	23.69	NUM
fis-3298	162	51	98.59	98.59	NUM
fis-3298	162	52	28.50	28.50	NUM
fis-3298	162	53	79.39	79.39	NUM
fis-3298	162	54	23.33	23.33	NUM
fis-3298	162	55	s03s	s03s	NOUN
fis-3298	162	56	86.88	86.88	NUM
fis-3298	162	57	26.09	26.09	NUM
fis-3298	162	58	101.41	101.41	NUM
fis-3298	162	59	27.39	27.39	NUM
fis-3298	162	60	----	----	PUNCT
fis-3298	162	61	s03u	s03u	PROPN
fis-3298	162	62	86.43	86.43	NUM
fis-3298	162	63	26.48	26.48	NUM
fis-3298	162	64	100.62	100.62	NUM
fis-3298	162	65	29.93	29.93	NUM
fis-3298	162	66	88.78	88.78	NUM
fis-3298	162	67	30.97	30.97	NUM
fis-3298	162	68	m.	m.	NOUN
fis-3298	162	69	madqour	madqour	PROPN
fis-3298	162	70	et	et	PROPN
fis-3298	162	71	al	al	PROPN
fis-3298	162	72	,	,	PUNCT
fis-3298	162	73	frattura	frattura	PROPN
fis-3298	162	74	ed	ed	PROPN
fis-3298	162	75	integrità	integrità	PROPN
fis-3298	162	76	strutturale	strutturale	PROPN
fis-3298	162	77	,	,	PUNCT
fis-3298	162	78	59	59	NUM
fis-3298	162	79	(	(	PUNCT
fis-3298	162	80	2022	2022	NUM
fis-3298	162	81	)	)	PUNCT
fis-3298	162	82	62	62	NUM
fis-3298	162	83	-	-	SYM
fis-3298	162	84	77	77	NUM
fis-3298	162	85	;	;	PUNCT
fis-3298	162	86	doi	doi	NOUN
fis-3298	162	87	:	:	PUNCT
fis-3298	162	88	10.3221	10.3221	NUM
fis-3298	162	89	/	/	SYM
fis-3298	162	90	igf	igf	PROPN
fis-3298	162	91	-	-	ADJ
fis-3298	162	92	esis.59.05	esis.59.05	ADJ
fis-3298	162	93	72	72	NUM
fis-3298	162	94	figure	figure	NOUN
fis-3298	162	95	10	10	NUM
fis-3298	162	96	:	:	PUNCT
fis-3298	162	97	numerical	numerical	ADJ
fis-3298	162	98	load	load	NOUN
fis-3298	162	99	-	-	PUNCT
fis-3298	162	100	deflection	deflection	NOUN
fis-3298	162	101	curve	curve	NOUN
fis-3298	162	102	for	for	ADP
fis-3298	162	103	s03	s03	NOUN
fis-3298	162	104	,	,	PUNCT
fis-3298	162	105	s03s	s03s	NOUN
fis-3298	162	106	,	,	PUNCT
fis-3298	162	107	and	and	CCONJ
fis-3298	162	108	s03u	s03u	PROPN
fis-3298	162	109	beams	beam	NOUN
fis-3298	162	110	.	.	PUNCT
fis-3298	163	1	figure	figure	NOUN
fis-3298	163	2	11	11	NUM
fis-3298	163	3	:	:	PUNCT
fis-3298	163	4	strain	strain	VERB
fis-3298	163	5	distribution	distribution	NOUN
fis-3298	163	6	and	and	CCONJ
fis-3298	163	7	force	force	VERB
fis-3298	163	8	equilibrium	equilibrium	NOUN
fis-3298	163	9	conditions	condition	NOUN
fis-3298	163	10	for	for	ADP
fis-3298	163	11	externally	externally	ADV
fis-3298	163	12	strengthened	strengthen	VERB
fis-3298	163	13	frp	frp	PROPN
fis-3298	163	14	beams	beam	NOUN
fis-3298	163	15	.	.	PUNCT
fis-3298	164	1	theoretical	theoretical	ADJ
fis-3298	164	2	prediction	prediction	NOUN
fis-3298	164	3	of	of	ADP
fis-3298	164	4	beam	beam	NOUN
fis-3298	164	5	capacities	capacity	NOUN
fis-3298	164	6	everal	everal	ADJ
fis-3298	164	7	research	research	NOUN
fis-3298	164	8	,	,	PUNCT
fis-3298	164	9	including	include	VERB
fis-3298	164	10	wenwei	wenwei	NOUN
fis-3298	164	11	et	et	PROPN
fis-3298	164	12	al	al	PROPN
fis-3298	164	13	.	.	PUNCT
fis-3298	165	1	[	[	X
fis-3298	165	2	32	32	NUM
fis-3298	165	3	]	]	PUNCT
fis-3298	165	4	and	and	CCONJ
fis-3298	165	5	chellapandian	chellapandian	PROPN
fis-3298	165	6	et	et	PROPN
fis-3298	165	7	al	al	PROPN
fis-3298	165	8	.	.	PUNCT
fis-3298	166	1	[	[	X
fis-3298	166	2	33	33	NUM
fis-3298	166	3	]	]	PUNCT
fis-3298	166	4	,	,	PUNCT
fis-3298	166	5	compared	compare	VERB
fis-3298	166	6	the	the	DET
fis-3298	166	7	experimental	experimental	ADJ
fis-3298	166	8	and	and	CCONJ
fis-3298	166	9	theoretical	theoretical	ADJ
fis-3298	166	10	flexural	flexural	ADJ
fis-3298	166	11	and	and	CCONJ
fis-3298	166	12	shear	shear	NOUN
fis-3298	166	13	capacities	capacity	NOUN
fis-3298	166	14	of	of	ADP
fis-3298	166	15	various	various	ADJ
fis-3298	166	16	cfrp	cfrp	NOUN
fis-3298	166	17	strengthening	strengthen	VERB
fis-3298	166	18	rc	rc	PROPN
fis-3298	166	19	beams	beam	NOUN
fis-3298	166	20	.	.	PUNCT
fis-3298	167	1	s	s	PART
fis-3298	167	2	m.	m.	NOUN
fis-3298	167	3	madqour	madqour	PROPN
fis-3298	167	4	et	et	PROPN
fis-3298	167	5	al	al	PROPN
fis-3298	167	6	,	,	PUNCT
fis-3298	167	7	frattura	frattura	PROPN
fis-3298	167	8	ed	ed	PROPN
fis-3298	167	9	integrità	integrità	PROPN
fis-3298	167	10	strutturale	strutturale	PROPN
fis-3298	167	11	,	,	PUNCT
fis-3298	167	12	59	59	NUM
fis-3298	167	13	(	(	PUNCT
fis-3298	167	14	2022	2022	NUM
fis-3298	167	15	)	)	PUNCT
fis-3298	167	16	62	62	NUM
fis-3298	167	17	-	-	SYM
fis-3298	167	18	77	77	NUM
fis-3298	167	19	;	;	PUNCT
fis-3298	167	20	doi	doi	NOUN
fis-3298	167	21	:	:	PUNCT
fis-3298	167	22	10.3221	10.3221	NUM
fis-3298	167	23	/	/	SYM
fis-3298	167	24	igf	igf	PROPN
fis-3298	167	25	-	-	PUNCT
fis-3298	167	26	esis.59.05	esis.59.05	PROPN
fis-3298	167	27	73	73	NUM
fis-3298	167	28	according	accord	VERB
fis-3298	167	29	to	to	ADP
fis-3298	167	30	aci	aci	PROPN
fis-3298	167	31	,	,	PUNCT
fis-3298	167	32	the	the	DET
fis-3298	167	33	bending	bend	VERB
fis-3298	167	34	moment	moment	NOUN
fis-3298	167	35	of	of	ADP
fis-3298	167	36	externally	externally	ADV
fis-3298	167	37	bonded	bond	VERB
fis-3298	167	38	frp	frp	PROPN
fis-3298	167	39	beams	beam	NOUN
fis-3298	167	40	is	be	AUX
fis-3298	167	41	calculated	calculate	VERB
fis-3298	167	42	using	use	VERB
fis-3298	167	43	strain	strain	NOUN
fis-3298	167	44	compatibility	compatibility	NOUN
fis-3298	167	45	,	,	PUNCT
fis-3298	167	46	internal	internal	ADJ
fis-3298	167	47	force	force	NOUN
fis-3298	167	48	equilibrium	equilibrium	NOUN
fis-3298	167	49	,	,	PUNCT
fis-3298	167	50	and	and	CCONJ
fis-3298	167	51	governing	govern	VERB
fis-3298	167	52	modes	mode	NOUN
fis-3298	167	53	of	of	ADP
fis-3298	167	54	failure	failure	NOUN
fis-3298	167	55	[	[	X
fis-3298	167	56	31	31	NUM
fis-3298	167	57	]	]	PUNCT
fis-3298	167	58	.	.	PUNCT
fis-3298	168	1	the	the	DET
fis-3298	168	2	strain	strain	ADJ
fis-3298	168	3	distribution	distribution	NOUN
fis-3298	168	4	and	and	CCONJ
fis-3298	168	5	force	force	VERB
fis-3298	168	6	equilibrium	equilibrium	NOUN
fis-3298	168	7	conditions	condition	NOUN
fis-3298	168	8	for	for	ADP
fis-3298	168	9	externally	externally	ADV
fis-3298	168	10	reinforced	reinforce	VERB
fis-3298	168	11	frp	frp	PROPN
fis-3298	168	12	beams	beam	NOUN
fis-3298	168	13	are	be	AUX
fis-3298	168	14	depicted	depict	VERB
fis-3298	168	15	in	in	ADP
fis-3298	168	16	figure	figure	NOUN
fis-3298	168	17	(	(	PUNCT
fis-3298	168	18	11	11	NUM
fis-3298	168	19	)	)	PUNCT
fis-3298	168	20	.	.	PUNCT
fis-3298	169	1	according	accord	VERB
fis-3298	169	2	to	to	ADP
fis-3298	169	3	gangarao	gangarao	NOUN
fis-3298	169	4	and	and	CCONJ
fis-3298	169	5	vijay[34	vijay[34	NOUN
fis-3298	169	6	]	]	PUNCT
fis-3298	169	7	,	,	PUNCT
fis-3298	169	8	aci	aci	PROPN
fis-3298	169	9	[	[	X
fis-3298	169	10	31	31	NUM
fis-3298	169	11	]	]	PUNCT
fis-3298	169	12	,	,	PUNCT
fis-3298	169	13	the	the	DET
fis-3298	169	14	modes	mode	NOUN
fis-3298	169	15	of	of	ADP
fis-3298	169	16	failure	failure	NOUN
fis-3298	169	17	in	in	ADP
fis-3298	169	18	externally	externally	ADV
fis-3298	169	19	reinforced	reinforce	VERB
fis-3298	169	20	frp	frp	PROPN
fis-3298	169	21	beams	beam	NOUN
fis-3298	169	22	are	be	AUX
fis-3298	169	23	(	(	PUNCT
fis-3298	169	24	1	1	X
fis-3298	169	25	)	)	PUNCT
fis-3298	169	26	tension	tension	NOUN
fis-3298	169	27	-	-	PUNCT
fis-3298	169	28	controlled	control	VERB
fis-3298	169	29	failure	failure	NOUN
fis-3298	169	30	with	with	ADP
fis-3298	169	31	frp	frp	PROPN
fis-3298	169	32	rupture	rupture	NOUN
fis-3298	169	33	(	(	PUNCT
fis-3298	169	34			PROPN
fis-3298	169	35	s	s	PART
fis-3298	169	36			NUM
fis-3298	169	37	0.005>	0.005>	NUM
fis-3298	169	38	sy	sy	PROPN
fis-3298	169	39	,	,	PUNCT
fis-3298	169	40			PROPN
fis-3298	169	41	frp	frp	PROPN
fis-3298	169	42	=	=	PROPN
fis-3298	169	43			PROPN
fis-3298	169	44	ufrp	ufrp	NOUN
fis-3298	169	45	)	)	PUNCT
fis-3298	169	46	;	;	PUNCT
fis-3298	169	47	(	(	PUNCT
fis-3298	169	48	2	2	X
fis-3298	169	49	)	)	PUNCT
fis-3298	169	50	tension	tension	NOUN
fis-3298	169	51	-	-	PUNCT
fis-3298	169	52	controlled	control	VERB
fis-3298	169	53	failure	failure	NOUN
fis-3298	169	54	without	without	ADP
fis-3298	169	55	frp	frp	PROPN
fis-3298	169	56	rupture	rupture	NOUN
fis-3298	169	57	(	(	PUNCT
fis-3298	169	58			PROPN
fis-3298	169	59	s	s	VERB
fis-3298	169	60			NUM
fis-3298	169	61	0.005	0.005	NUM
fis-3298	169	62	>	>	PUNCT
fis-3298	169	63			PROPN
fis-3298	169	64	sy	sy	PROPN
fis-3298	169	65	,	,	PUNCT
fis-3298	169	66			PROPN
fis-3298	169	67			VERB
fis-3298	169	68	ufrp	ufrp	PROPN
fis-3298	169	69	frp	frp	PROPN
fis-3298	169	70	,	,	PUNCT
fis-3298	169	71			PROPN
fis-3298	169	72	cu	cu	NOUN
fis-3298	169	73	=	=	PROPN
fis-3298	169	74	0.003	0.003	NUM
fis-3298	169	75	)	)	PUNCT
fis-3298	169	76	;	;	PUNCT
fis-3298	169	77	(	(	PUNCT
fis-3298	169	78	3	3	X
fis-3298	169	79	)	)	PUNCT
fis-3298	169	80	tension	tension	NOUN
fis-3298	169	81	and	and	CCONJ
fis-3298	169	82	compression	compression	NOUN
fis-3298	169	83	-	-	PUNCT
fis-3298	169	84	controlled	control	VERB
fis-3298	169	85	failure	failure	NOUN
fis-3298	169	86	(	(	PUNCT
fis-3298	169	87			NOUN
fis-3298	169	88	sy	sy	PROPN
fis-3298	169	89			NUM
fis-3298	169	90	0.005	0.005	NUM
fis-3298	169	91			NOUN
fis-3298	169	92	sy	sy	NOUN
fis-3298	169	93	,	,	PUNCT
fis-3298	169	94			PROPN
fis-3298	169	95			VERB
fis-3298	169	96	ufrp	ufrp	PROPN
fis-3298	169	97	frp	frp	PROPN
fis-3298	169	98	,	,	PUNCT
fis-3298	169	99			PROPN
fis-3298	169	100	cu	cu	NOUN
fis-3298	169	101	=	=	NOUN
fis-3298	169	102	0.003	0.003	NUM
fis-3298	169	103	)	)	PUNCT
fis-3298	169	104	;	;	PUNCT
fis-3298	169	105	(	(	PUNCT
fis-3298	169	106	4	4	X
fis-3298	169	107	)	)	PUNCT
fis-3298	169	108	compression	compression	NOUN
fis-3298	169	109	-	-	PUNCT
fis-3298	169	110	controlled	control	VERB
fis-3298	169	111	failure	failure	NOUN
fis-3298	169	112	(	(	PUNCT
fis-3298	169	113			PROPN
fis-3298	169	114	s	s	PART
fis-3298	169	115			PROPN
fis-3298	169	116	sy	sy	NOUN
fis-3298	169	117	,	,	PUNCT
fis-3298	169	118			PROPN
fis-3298	169	119			VERB
fis-3298	169	120	  	  	SPACE
fis-3298	169	121	frp	frp	PROPN
fis-3298	169	122	frpu	frpu	NOUN
fis-3298	169	123	)	)	PUNCT
fis-3298	169	124	;	;	PUNCT
fis-3298	169	125	and	and	CCONJ
fis-3298	169	126	(	(	PUNCT
fis-3298	169	127	5	5	X
fis-3298	169	128	)	)	PUNCT
fis-3298	169	129	balanced	balanced	ADJ
fis-3298	169	130	failure	failure	NOUN
fis-3298	169	131	(	(	PUNCT
fis-3298	169	132			PROPN
fis-3298	169	133	s	s	PART
fis-3298	169	134	=	=	PROPN
fis-3298	169	135			PROPN
fis-3298	169	136	  	  	SPACE
fis-3298	169	137	u	u	NOUN
fis-3298	169	138	=	=	NOUN
fis-3298	169	139	0.003	0.003	NUM
fis-3298	169	140	,	,	PUNCT
fis-3298	169	141			PROPN
fis-3298	169	142	frp	frp	NOUN
fis-3298	169	143	frpu	frpu	NOUN
fis-3298	169	144	,	,	PUNCT
fis-3298	169	145			PROPN
fis-3298	169	146	s	s	PART
fis-3298	169	147			PROPN
fis-3298	169	148	sy	sy	PROPN
fis-3298	169	149	)	)	PUNCT
fis-3298	169	150	.	.	PUNCT
fis-3298	170	1	strain	strain	NOUN
fis-3298	170	2	and	and	CCONJ
fis-3298	170	3	stress	stress	NOUN
fis-3298	170	4	in	in	ADP
fis-3298	170	5	frp	frp	PROPN
fis-3298	170	6	:	:	PUNCT
fis-3298	170	7	frp	frp	PROPN
fis-3298	170	8	reinforcement	reinforcement	NOUN
fis-3298	170	9	is	be	AUX
fis-3298	170	10	assumed	assume	VERB
fis-3298	170	11	to	to	PART
fis-3298	170	12	behave	behave	VERB
fis-3298	170	13	linearly	linearly	ADV
fis-3298	170	14	elastic	elastic	ADJ
fis-3298	170	15	manner	manner	NOUN
fis-3298	170	16	until	until	ADP
fis-3298	170	17	failure	failure	NOUN
fis-3298	170	18	.	.	PUNCT
fis-3298	171	1	furthermore	furthermore	ADV
fis-3298	171	2	,	,	PUNCT
fis-3298	171	3	the	the	DET
fis-3298	171	4	frp	frp	PROPN
fis-3298	171	5	stress	stress	NOUN
fis-3298	171	6	is	be	AUX
fis-3298	171	7	proportional	proportional	ADJ
fis-3298	171	8	to	to	PART
fis-3298	171	9	strain	strain	VERB
fis-3298	171	10	.	.	PUNCT
fis-3298	172	1	the	the	DET
fis-3298	172	2	maximum	maximum	ADJ
fis-3298	172	3	strain	strain	NOUN
fis-3298	172	4	obtained	obtain	VERB
fis-3298	172	5	in	in	ADP
fis-3298	172	6	the	the	DET
fis-3298	172	7	frp	frp	PROPN
fis-3298	172	8	reinforcement	reinforcement	NOUN
fis-3298	172	9	is	be	AUX
fis-3298	172	10	determined	determine	VERB
fis-3298	172	11	by	by	ADP
fis-3298	172	12	either	either	CCONJ
fis-3298	172	13	the	the	DET
fis-3298	172	14	strain	strain	NOUN
fis-3298	172	15	level	level	NOUN
fis-3298	172	16	developed	develop	VERB
fis-3298	172	17	in	in	ADP
fis-3298	172	18	the	the	DET
fis-3298	172	19	frp	frp	PROPN
fis-3298	172	20	at	at	ADP
fis-3298	172	21	the	the	DET
fis-3298	172	22	point	point	NOUN
fis-3298	172	23	where	where	SCONJ
fis-3298	172	24	the	the	DET
fis-3298	172	25	concrete	concrete	ADJ
fis-3298	172	26	crushes	crush	NOUN
fis-3298	172	27	,	,	PUNCT
fis-3298	172	28	the	the	DET
fis-3298	172	29	frp	frp	PROPN
fis-3298	172	30	ruptures	rupture	NOUN
fis-3298	172	31	,	,	PUNCT
fis-3298	172	32	or	or	CCONJ
fis-3298	172	33	the	the	DET
fis-3298	172	34	frp	frp	PROPN
fis-3298	172	35	debonds	debond	VERB
fis-3298	172	36	from	from	ADP
fis-3298	172	37	the	the	DET
fis-3298	172	38	substrate	substrate	NOUN
fis-3298	172	39	.	.	PUNCT
fis-3298	173	1	the	the	DET
fis-3298	173	2	effective	effective	ADJ
fis-3298	173	3	strain	strain	NOUN
fis-3298	173	4	level	level	NOUN
fis-3298	173	5	in	in	ADP
fis-3298	173	6	frp	frp	PROPN
fis-3298	173	7	reinforcement	reinforcement	NOUN
fis-3298	173	8	at	at	ADP
fis-3298	173	9	the	the	DET
fis-3298	173	10	ultimate	ultimate	NOUN
fis-3298	173	11	can	can	AUX
fis-3298	173	12	be	be	AUX
fis-3298	173	13	calculated	calculate	VERB
fis-3298	173	14	using	use	VERB
fis-3298	173	15	the	the	DET
fis-3298	173	16	following	follow	VERB
fis-3298	173	17	expression	expression	NOUN
fis-3298	173	18	:	:	PUNCT
fis-3298	173	19			PROPN
fis-3298	173	20			PROPN
fis-3298	173	21			PROPN
fis-3298	173	22			PROPN
fis-3298	173	23			PROPN
fis-3298	174	1			PROPN
fis-3298	174	2			NUM
fis-3298	174	3			PROPN
fis-3298	175	1			ADJ
fis-3298	175	2			NOUN
fis-3298	175	3	                    	                    	SPACE
fis-3298	175	4	e	e	NOUN
fis-3298	175	5	cu	cu	PROPN
fis-3298	176	1	i	i	PRON
fis-3298	176	2	m	m	VERB
fis-3298	176	3	u	u	NOUN
fis-3298	176	4	h	h	NOUN
fis-3298	176	5	c	c	NOUN
fis-3298	176	6	f	f	PROPN
fis-3298	176	7	b	b	PROPN
fis-3298	176	8	k	k	X
fis-3298	176	9	f	f	PROPN
fis-3298	176	10	c	c	X
fis-3298	176	11	(	(	PUNCT
fis-3298	176	12	6	6	NUM
fis-3298	176	13	)	)	PUNCT
fis-3298	176	14			NOUN
fis-3298	176	15			PROPN
fis-3298	176	16			PROPN
fis-3298	176	17			PROPN
fis-3298	176	18			PROPN
fis-3298	176	19	 	 	SPACE
fis-3298	176	20	dl	dl	PROPN
fis-3298	177	1	i	i	PROPN
fis-3298	177	2	cr	cr	PROPN
fis-3298	177	3	m	m	PROPN
fis-3298	177	4	h	h	NOUN
fis-3298	178	1	kd	kd	PROPN
fis-3298	178	2	b	b	PROPN
fis-3298	179	1	i	i	PRON
fis-3298	179	2	ec	ec	PROPN
fis-3298	179	3	(	(	PUNCT
fis-3298	179	4	7	7	NUM
fis-3298	179	5	)	)	PUNCT
fis-3298	179	6			ADP
fis-3298	179	7			X
fis-3298	179	8			X
fis-3298	179	9			NOUN
fis-3298	179	10			ADP
fis-3298	179	11			PROPN
fis-3298	179	12			PROPN
fis-3298	179	13			X
fis-3298	179	14			PROPN
fis-3298	179	15			PROPN
fis-3298	179	16			PROPN
fis-3298	179	17			PROPN
fis-3298	179	18			VERB
fis-3298	179	19			PUNCT
fis-3298	179	20			NOUN
fis-3298	179	21			PROPN
fis-3298	179	22			ADJ
fis-3298	179	23			PROPN
fis-3298	179	24			PROPN
fis-3298	179	25			NOUN
fis-3298	179	26			NOUN
fis-3298	179	27			PROPN
fis-3298	179	28			PROPN
fis-3298	179	29			VERB
fis-3298	179	30			PROPN
fis-3298	179	31			PROPN
fis-3298	180	1	2	2	NUM
fis-3298	180	2	2s	2s	PROPN
fis-3298	180	3	s	s	X
fis-3298	180	4	s	s	NOUN
fis-3298	180	5	s	s	X
fis-3298	180	6	f	f	X
fis-3298	180	7	s	s	PROPN
fis-3298	180	8	f	f	PROPN
fis-3298	180	9	s	s	X
fis-3298	180	10	f	f	X
fis-3298	180	11	e	e	PROPN
fis-3298	180	12	e	e	PROPN
fis-3298	180	13	eef	eef	PROPN
fis-3298	180	14	ef	ef	PROPN
fis-3298	180	15	efh	efh	PROPN
fis-3298	180	16	k	k	PROPN
fis-3298	180	17	ec	ec	PROPN
fis-3298	181	1	ec	ec	PROPN
fis-3298	181	2	ec	ec	PROPN
fis-3298	181	3	ec	ec	PROPN
fis-3298	182	1	d	d	PROPN
fis-3298	182	2	ec	ec	PROPN
fis-3298	182	3	ec	ec	PROPN
fis-3298	182	4	(	(	PUNCT
fis-3298	182	5	8)	8)	NUM
fis-3298	182	6	the	the	DET
fis-3298	182	7	effective	effective	ADJ
fis-3298	182	8	stress	stress	NOUN
fis-3298	182	9	level	level	NOUN
fis-3298	182	10	in	in	ADP
fis-3298	182	11	the	the	DET
fis-3298	182	12	frp	frp	PROPN
fis-3298	182	13	reinforcement	reinforcement	NOUN
fis-3298	182	14	can	can	AUX
fis-3298	182	15	be	be	AUX
fis-3298	182	16	calculated	calculate	VERB
fis-3298	182	17	as	as	ADP
fis-3298	182	18	follows	follow	VERB
fis-3298	182	19	:	:	PUNCT
fis-3298	182	20	fe	fe	PROPN
fis-3298	182	21	f	f	PROPN
fis-3298	182	22	ef	ef	PROPN
fis-3298	182	23	e	e	PROPN
fis-3298	182	24	f	f	X
fis-3298	182	25	(	(	PUNCT
fis-3298	182	26	9	9	NUM
fis-3298	182	27	)	)	PUNCT
fis-3298	182	28	concrete	concrete	ADJ
fis-3298	182	29	delamination	delamination	NOUN
fis-3298	182	30	or	or	CCONJ
fis-3298	182	31	frp	frp	PROPN
fis-3298	182	32	debonding	debonding	NOUN
fis-3298	182	33	can	can	AUX
fis-3298	182	34	occur	occur	VERB
fis-3298	182	35	if	if	SCONJ
fis-3298	182	36	the	the	DET
fis-3298	182	37	substrate	substrate	NOUN
fis-3298	182	38	can	can	AUX
fis-3298	182	39	not	not	PART
fis-3298	182	40	sustain	sustain	VERB
fis-3298	182	41	the	the	DET
fis-3298	182	42	force	force	NOUN
fis-3298	182	43	in	in	ADP
fis-3298	182	44	frp	frp	PROPN
fis-3298	182	45	.	.	PUNCT
fis-3298	183	1	to	to	PART
fis-3298	183	2	prevent	prevent	VERB
fis-3298	183	3	the	the	DET
fis-3298	183	4	debonding	debonding	NOUN
fis-3298	183	5	of	of	ADP
fis-3298	183	6	frp	frp	PROPN
fis-3298	183	7	reinforcement	reinforcement	PROPN
fis-3298	183	8	,	,	PUNCT
fis-3298	183	9	a	a	DET
fis-3298	183	10	limitation	limitation	NOUN
fis-3298	183	11	should	should	AUX
fis-3298	183	12	be	be	AUX
fis-3298	183	13	provided	provide	VERB
fis-3298	183	14	on	on	ADP
fis-3298	183	15	the	the	DET
fis-3298	183	16	strain	strain	NOUN
fis-3298	183	17	level	level	NOUN
fis-3298	183	18	developed	develop	VERB
fis-3298	183	19	in	in	ADP
fis-3298	183	20	the	the	DET
fis-3298	183	21	frp	frp	PROPN
fis-3298	183	22	reinforcement	reinforcement	NOUN
fis-3298	183	23	.	.	PUNCT
fis-3298	184	1	the	the	DET
fis-3298	184	2	bond	bond	NOUN
fis-3298	184	3	dependent	dependent	ADJ
fis-3298	184	4	coefficient	coefficient	NOUN
fis-3298	184	5	km	km	NOUN
fis-3298	184	6	is	be	AUX
fis-3298	184	7	given	give	VERB
fis-3298	184	8	as	as	SCONJ
fis-3298	184	9	follows	follow	VERB
fis-3298	184	10	:	:	PUNCT
fis-3298	184	11			PROPN
fis-3298	184	12			NOUN
fis-3298	184	13			PROPN
fis-3298	184	14			PROPN
fis-3298	184	15			PROPN
fis-3298	184	16			NOUN
fis-3298	184	17			NUM
fis-3298	184	18			PROPN
fis-3298	185	1			ADJ
fis-3298	185	2			NOUN
fis-3298	185	3	  	  	SPACE
fis-3298	185	4	1	1	NUM
fis-3298	185	5	1	1	NUM
fis-3298	185	6	0.90	0.90	NUM
fis-3298	185	7	    	    	SPACE
fis-3298	185	8	180,000	180,000	NUM
fis-3298	185	9	60	60	NUM
fis-3298	185	10	  	  	SPACE
fis-3298	185	11	360,000	360,000	NUM
fis-3298	185	12	f	f	PROPN
fis-3298	186	1	f	f	X
fis-3298	186	2	m	m	VERB
fis-3298	186	3	f	f	PROPN
fis-3298	186	4	f	f	PROPN
fis-3298	186	5	ne	ne	PROPN
fis-3298	186	6	t	t	PROPN
fis-3298	186	7	k	k	PROPN
fis-3298	186	8	for	for	ADP
fis-3298	186	9	ne	ne	PROPN
fis-3298	186	10	t	t	PROPN
fis-3298	186	11	fu	fu	PROPN
fis-3298	186	12	(	(	PUNCT
fis-3298	186	13	10a	10a	NUM
fis-3298	186	14	)	)	PUNCT
fis-3298	186	15	or	or	CCONJ
fis-3298	187	1			PROPN
fis-3298	187	2			NOUN
fis-3298	187	3			NOUN
fis-3298	187	4			PROPN
fis-3298	187	5			PROPN
fis-3298	187	6			PROPN
fis-3298	187	7			PROPN
fis-3298	187	8			NOUN
fis-3298	187	9			PROPN
fis-3298	188	1			ADJ
fis-3298	188	2			NOUN
fis-3298	188	3	1	1	NUM
fis-3298	188	4	360,000	360,000	NUM
fis-3298	188	5	1	1	NUM
fis-3298	188	6	0.90	0.90	NUM
fis-3298	188	7	      	      	SPACE
fis-3298	188	8	180,000	180,000	NUM
fis-3298	188	9	     	     	SPACE
fis-3298	188	10	60	60	NUM
fis-3298	188	11	 	 	SPACE
fis-3298	188	12	m	m	NOUN
fis-3298	188	13	f	f	NOUN
fis-3298	188	14	f	f	X
fis-3298	188	15	f	f	PROPN
fis-3298	188	16	f	f	PROPN
fis-3298	188	17	k	k	PROPN
fis-3298	188	18	for	for	ADP
fis-3298	188	19	ne	ne	PROPN
fis-3298	188	20	t	t	PROPN
fis-3298	188	21	fu	fu	PROPN
fis-3298	188	22	ne	ne	PROPN
fis-3298	188	23	t	t	PROPN
fis-3298	188	24	(	(	PUNCT
fis-3298	188	25	10b	10b	NOUN
fis-3298	188	26	)	)	PUNCT
fis-3298	188	27	the	the	DET
fis-3298	188	28	flexural	flexural	ADJ
fis-3298	188	29	strength	strength	NOUN
fis-3298	188	30	of	of	ADP
fis-3298	188	31	beams	beam	NOUN
fis-3298	188	32	with	with	ADP
fis-3298	188	33	frp	frp	PROPN
fis-3298	188	34	external	external	PROPN
fis-3298	188	35	reinforcement	reinforcement	NOUN
fis-3298	188	36	can	can	AUX
fis-3298	188	37	be	be	AUX
fis-3298	188	38	computed	compute	VERB
fis-3298	188	39	using	use	VERB
fis-3298	188	40	equation	equation	NOUN
fis-3298	188	41	(	(	PUNCT
fis-3298	188	42	11	11	NUM
fis-3298	188	43	)	)	PUNCT
fis-3298	188	44	.	.	PUNCT
fis-3298	189	1	the	the	DET
fis-3298	189	2	additional	additional	ADJ
fis-3298	189	3	strength	strength	NOUN
fis-3298	189	4	reduction	reduction	NOUN
fis-3298	189	5	factor	factor	NOUN
fis-3298	189	6	(	(	PUNCT
fis-3298	189	7			NOUN
fis-3298	189	8	f	f	NOUN
fis-3298	189	9	0.85	0.85	NUM
fis-3298	189	10	)	)	PUNCT
fis-3298	189	11	is	be	AUX
fis-3298	189	12	applied	apply	VERB
fis-3298	189	13	to	to	ADP
fis-3298	189	14	the	the	DET
fis-3298	189	15	flexural	flexural	ADJ
fis-3298	189	16	strength	strength	NOUN
fis-3298	189	17	contribution	contribution	NOUN
fis-3298	189	18	of	of	ADP
fis-3298	189	19	the	the	DET
fis-3298	189	20	frp	frp	PROPN
fis-3298	189	21	reinforcement	reinforcement	NOUN
fis-3298	189	22	.	.	PUNCT
fis-3298	190	1	m.	m.	NOUN
fis-3298	190	2	madqour	madqour	PROPN
fis-3298	190	3	et	et	PROPN
fis-3298	190	4	al	al	PROPN
fis-3298	190	5	,	,	PUNCT
fis-3298	190	6	frattura	frattura	PROPN
fis-3298	190	7	ed	ed	PROPN
fis-3298	190	8	integrità	integrità	PROPN
fis-3298	190	9	strutturale	strutturale	PROPN
fis-3298	190	10	,	,	PUNCT
fis-3298	190	11	59	59	NUM
fis-3298	190	12	(	(	PUNCT
fis-3298	190	13	2022	2022	NUM
fis-3298	190	14	)	)	PUNCT
fis-3298	190	15	62	62	NUM
fis-3298	190	16	-	-	SYM
fis-3298	190	17	77	77	NUM
fis-3298	190	18	;	;	PUNCT
fis-3298	190	19	doi	doi	NOUN
fis-3298	190	20	:	:	PUNCT
fis-3298	190	21	10.3221	10.3221	NUM
fis-3298	190	22	/	/	SYM
fis-3298	190	23	igf	igf	NOUN
fis-3298	190	24	-	-	ADJ
fis-3298	190	25	esis.59.05	esis.59.05	ADJ
fis-3298	190	26	74	74	NUM
fis-3298	190	27			NOUN
fis-3298	190	28			PROPN
fis-3298	191	1			PROPN
fis-3298	192	1			PROPN
fis-3298	192	2			PROPN
fis-3298	192	3			PROPN
fis-3298	192	4			X
fis-3298	193	1			PROPN
fis-3298	193	2			SYM
fis-3298	193	3			PROPN
fis-3298	193	4			PROPN
fis-3298	194	1			PROPN
fis-3298	194	2			PROPN
fis-3298	194	3			NOUN
fis-3298	194	4			NOUN
fis-3298	194	5			PROPN
fis-3298	194	6			PROPN
fis-3298	194	7			PROPN
fis-3298	194	8	     	     	SPACE
fis-3298	194	9	2	2	NUM
fis-3298	195	1	2s	2s	NOUN
fis-3298	196	1	f	f	X
fis-3298	196	2	f	f	PROPN
fis-3298	196	3	f	f	PROPN
fis-3298	196	4	f	f	PROPN
fis-3298	196	5	a	a	PRON
fis-3298	196	6	a	a	PROPN
fis-3298	196	7	mn	mn	PROPN
fis-3298	196	8	a	a	DET
fis-3298	196	9	fy	fy	PROPN
fis-3298	196	10	d	d	X
fis-3298	196	11	a	a	DET
fis-3298	196	12	e	e	NOUN
fis-3298	196	13	h	h	NOUN
fis-3298	196	14	(	(	PUNCT
fis-3298	196	15	11	11	NUM
fis-3298	196	16	)	)	PUNCT
fis-3298	196	17	the	the	DET
fis-3298	196	18	theoretical	theoretical	ADJ
fis-3298	196	19	bending	bend	VERB
fis-3298	196	20	moment	moment	NOUN
fis-3298	196	21	values	value	NOUN
fis-3298	196	22	are	be	AUX
fis-3298	196	23	calculated	calculate	VERB
fis-3298	196	24	by	by	ADP
fis-3298	196	25	incorporating	incorporate	VERB
fis-3298	196	26	the	the	DET
fis-3298	196	27	additional	additional	ADJ
fis-3298	196	28	strength	strength	NOUN
fis-3298	196	29	reduction	reduction	NOUN
fis-3298	196	30	factor	factor	NOUN
fis-3298	196	31	,	,	PUNCT
fis-3298	196	32			PROPN
fis-3298	196	33	f	f	X
fis-3298	196	34	.	.	PUNCT
fis-3298	197	1	table	table	NOUN
fis-3298	197	2	5	5	NUM
fis-3298	197	3	shows	show	VERB
fis-3298	197	4	the	the	DET
fis-3298	197	5	final	final	ADJ
fis-3298	197	6	results	result	NOUN
fis-3298	197	7	of	of	ADP
fis-3298	197	8	the	the	DET
fis-3298	197	9	theoretical	theoretical	ADJ
fis-3298	197	10	method	method	NOUN
fis-3298	197	11	.	.	PUNCT
fis-3298	198	1	table	table	NOUN
fis-3298	198	2	5	5	NUM
fis-3298	198	3	:	:	PUNCT
fis-3298	198	4	results	result	NOUN
fis-3298	198	5	of	of	ADP
fis-3298	198	6	the	the	DET
fis-3298	198	7	theoretical	theoretical	ADJ
fis-3298	198	8	method	method	NOUN
fis-3298	198	9	.	.	PUNCT
fis-3298	199	1	conclusion	conclusion	NOUN
fis-3298	199	2	he	he	PRON
fis-3298	199	3	main	main	ADJ
fis-3298	199	4	aim	aim	NOUN
fis-3298	199	5	of	of	ADP
fis-3298	199	6	the	the	DET
fis-3298	199	7	research	research	NOUN
fis-3298	199	8	is	be	AUX
fis-3298	199	9	to	to	PART
fis-3298	199	10	investigate	investigate	VERB
fis-3298	199	11	the	the	DET
fis-3298	199	12	influence	influence	NOUN
fis-3298	199	13	of	of	ADP
fis-3298	199	14	increasing	increase	VERB
fis-3298	199	15	cfrp	cfrp	NOUN
fis-3298	199	16	sheet	sheet	NOUN
fis-3298	199	17	size	size	NOUN
fis-3298	199	18	and	and	CCONJ
fis-3298	199	19	width	width	NOUN
fis-3298	199	20	,	,	PUNCT
fis-3298	199	21	the	the	DET
fis-3298	199	22	models	model	NOUN
fis-3298	199	23	have	have	AUX
fis-3298	199	24	been	be	AUX
fis-3298	199	25	validated	validate	VERB
fis-3298	199	26	by	by	ADP
fis-3298	199	27	comparing	compare	VERB
fis-3298	199	28	the	the	DET
fis-3298	199	29	behaviour	behaviour	NOUN
fis-3298	199	30	and	and	CCONJ
fis-3298	199	31	response	response	NOUN
fis-3298	199	32	of	of	ADP
fis-3298	199	33	nine	nine	NUM
fis-3298	199	34	beam	beam	NOUN
fis-3298	199	35	specimens	specimen	NOUN
fis-3298	199	36	.	.	PUNCT
fis-3298	200	1	at	at	ADP
fis-3298	200	2	all	all	DET
fis-3298	200	3	levels	level	NOUN
fis-3298	200	4	of	of	ADP
fis-3298	200	5	loading	loading	NOUN
fis-3298	200	6	until	until	ADP
fis-3298	200	7	failure	failure	NOUN
fis-3298	200	8	,	,	PUNCT
fis-3298	200	9	the	the	DET
fis-3298	200	10	numerical	numerical	ADJ
fis-3298	200	11	and	and	CCONJ
fis-3298	200	12	experimental	experimental	ADJ
fis-3298	200	13	data	datum	NOUN
fis-3298	200	14	demonstrated	demonstrate	VERB
fis-3298	200	15	a	a	DET
fis-3298	200	16	high	high	ADJ
fis-3298	200	17	correlation	correlation	NOUN
fis-3298	200	18	,	,	PUNCT
fis-3298	200	19	and	and	CCONJ
fis-3298	200	20	it	it	PRON
fis-3298	200	21	can	can	AUX
fis-3298	200	22	conclude	conclude	VERB
fis-3298	200	23	that	that	PRON
fis-3298	200	24	.	.	PUNCT
fis-3298	200	25			X
fis-3298	201	1	the	the	DET
fis-3298	201	2	fe	fe	PROPN
fis-3298	201	3	models	model	NOUN
fis-3298	201	4	accurately	accurately	ADV
fis-3298	201	5	predicted	predict	VERB
fis-3298	201	6	the	the	DET
fis-3298	201	7	flexural	flexural	ADJ
fis-3298	201	8	behaviour	behaviour	NOUN
fis-3298	201	9	of	of	ADP
fis-3298	201	10	the	the	DET
fis-3298	201	11	tested	test	VERB
fis-3298	201	12	reinforced	reinforce	VERB
fis-3298	201	13	concrete	concrete	ADJ
fis-3298	201	14	beam	beam	NOUN
fis-3298	201	15	specimens	specimen	NOUN
fis-3298	201	16	with	with	ADP
fis-3298	201	17	and	and	CCONJ
fis-3298	201	18	without	without	ADP
fis-3298	201	19	cfrp	cfrp	PROPN
fis-3298	201	20	sheet	sheet	NOUN
fis-3298	201	21	reinforcement	reinforcement	NOUN
fis-3298	201	22	.	.	PUNCT
fis-3298	202	1			X
fis-3298	202	2	increasing	increase	VERB
fis-3298	202	3	the	the	DET
fis-3298	202	4	number	number	NOUN
fis-3298	202	5	of	of	ADP
fis-3298	202	6	layers	layer	NOUN
fis-3298	202	7	of	of	ADP
fis-3298	202	8	frp	frp	PROPN
fis-3298	202	9	sheets	sheet	NOUN
fis-3298	202	10	increases	increase	VERB
fis-3298	202	11	the	the	DET
fis-3298	202	12	ultimate	ultimate	ADJ
fis-3298	202	13	strength	strength	NOUN
fis-3298	202	14	of	of	ADP
fis-3298	202	15	rc	rc	PROPN
fis-3298	202	16	beams	beam	VERB
fis-3298	202	17	up	up	ADP
fis-3298	202	18	to	to	PART
fis-3298	202	19	100	100	NUM
fis-3298	202	20	%	%	NOUN
fis-3298	202	21	compared	compare	VERB
fis-3298	202	22	to	to	ADP
fis-3298	202	23	the	the	DET
fis-3298	202	24	control	control	NOUN
fis-3298	202	25	beam	beam	NOUN
fis-3298	202	26	.	.	PUNCT
fis-3298	203	1	however	however	ADV
fis-3298	203	2	,	,	PUNCT
fis-3298	203	3	the	the	DET
fis-3298	203	4	mid	mid	ADJ
fis-3298	203	5	-	-	ADJ
fis-3298	203	6	span	span	NOUN
fis-3298	203	7	deflections	deflection	NOUN
fis-3298	203	8	are	be	AUX
fis-3298	203	9	less	less	ADJ
fis-3298	203	10	than	than	ADP
fis-3298	203	11	those	those	PRON
fis-3298	203	12	of	of	ADP
fis-3298	203	13	the	the	DET
fis-3298	203	14	control	control	NOUN
fis-3298	203	15	specimen	speciman	NOUN
fis-3298	203	16	.	.	PUNCT
fis-3298	204	1			NOUN
fis-3298	204	2	by	by	ADP
fis-3298	204	3	increasing	increase	VERB
fis-3298	204	4	the	the	DET
fis-3298	204	5	width	width	NOUN
fis-3298	204	6	of	of	ADP
fis-3298	204	7	cfrp	cfrp	NOUN
fis-3298	204	8	sheets	sheet	NOUN
fis-3298	204	9	increases	increase	VERB
fis-3298	204	10	beam	beam	NOUN
fis-3298	204	11	load	load	NOUN
fis-3298	204	12	capacity	capacity	NOUN
fis-3298	204	13	.	.	PUNCT
fis-3298	205	1	references	reference	NOUN
fis-3298	205	2	[	[	X
fis-3298	205	3	1	1	NUM
fis-3298	205	4	]	]	X
fis-3298	205	5	kang	kang	PROPN
fis-3298	205	6	,	,	PUNCT
fis-3298	205	7	t.	t.	PROPN
fis-3298	205	8	h.	h.	PROPN
fis-3298	205	9	k.	k.	PROPN
fis-3298	205	10	,	,	PUNCT
fis-3298	205	11	howell	howell	PROPN
fis-3298	205	12	,	,	PUNCT
fis-3298	205	13	j.	j.	PROPN
fis-3298	205	14	,	,	PUNCT
fis-3298	205	15	kim	kim	PROPN
fis-3298	205	16	,	,	PUNCT
fis-3298	205	17	s.	s.	PROPN
fis-3298	205	18	and	and	CCONJ
fis-3298	205	19	lee	lee	PROPN
fis-3298	205	20	,	,	PUNCT
fis-3298	205	21	d.	d.	PROPN
fis-3298	205	22	j.	j.	PROPN
fis-3298	205	23	(	(	PUNCT
fis-3298	205	24	2012	2012	NUM
fis-3298	205	25	)	)	PUNCT
fis-3298	205	26	.	.	PUNCT
fis-3298	206	1	a	a	DET
fis-3298	206	2	state	state	NOUN
fis-3298	206	3	-	-	PUNCT
fis-3298	206	4	of	of	ADP
fis-3298	206	5	-	-	PUNCT
fis-3298	206	6	the	the	DET
fis-3298	206	7	-	-	PUNCT
fis-3298	206	8	art	art	NOUN
fis-3298	206	9	review	review	NOUN
fis-3298	206	10	on	on	ADP
fis-3298	206	11	debonding	debonding	NOUN
fis-3298	206	12	failures	failure	NOUN
fis-3298	206	13	of	of	ADP
fis-3298	206	14	frp	frp	PROPN
fis-3298	206	15	laminates	laminate	NOUN
fis-3298	206	16	externally	externally	ADV
fis-3298	206	17	adhered	adhere	VERB
fis-3298	206	18	to	to	ADP
fis-3298	206	19	concrete	concrete	NOUN
fis-3298	206	20	.	.	PUNCT
fis-3298	207	1	international	international	ADJ
fis-3298	207	2	journal	journal	NOUN
fis-3298	207	3	of	of	ADP
fis-3298	207	4	concrete	concrete	ADJ
fis-3298	207	5	structures	structure	NOUN
fis-3298	207	6	and	and	CCONJ
fis-3298	207	7	materials	material	NOUN
fis-3298	207	8	,	,	PUNCT
fis-3298	207	9	6(2	6(2	NUM
fis-3298	207	10	)	)	PUNCT
fis-3298	207	11	,	,	PUNCT
fis-3298	207	12	pp	pp	ADP
fis-3298	207	13	.	.	PUNCT
fis-3298	208	1	123	123	NUM
fis-3298	208	2	-	-	SYM
fis-3298	208	3	134	134	NUM
fis-3298	208	4	.	.	PUNCT
fis-3298	209	1	[	[	X
fis-3298	209	2	2	2	NUM
fis-3298	209	3	]	]	PUNCT
fis-3298	209	4	bennati	bennati	NOUN
fis-3298	209	5	,	,	PUNCT
fis-3298	209	6	s.	s.	PROPN
fis-3298	209	7	,	,	PUNCT
fis-3298	209	8	dardano	dardano	PROPN
fis-3298	209	9	,	,	PUNCT
fis-3298	209	10	n.	n.	PROPN
fis-3298	209	11	and	and	CCONJ
fis-3298	209	12	valvo	valvo	PROPN
fis-3298	209	13	,	,	PUNCT
fis-3298	209	14	p.	p.	PROPN
fis-3298	209	15	s.	s.	PROPN
fis-3298	209	16	(	(	PUNCT
fis-3298	209	17	2012	2012	NUM
fis-3298	209	18	)	)	PUNCT
fis-3298	209	19	.	.	PUNCT
fis-3298	210	1	a	a	DET
fis-3298	210	2	mechanical	mechanical	ADJ
fis-3298	210	3	model	model	NOUN
fis-3298	210	4	for	for	ADP
fis-3298	210	5	frp	frp	PROPN
fis-3298	210	6	-	-	PUNCT
fis-3298	210	7	strengthened	strengthen	VERB
fis-3298	210	8	beams	beam	NOUN
fis-3298	210	9	in	in	ADP
fis-3298	210	10	bending	bend	VERB
fis-3298	210	11	.	.	PUNCT
fis-3298	211	1	frattura	frattura	PROPN
fis-3298	211	2	ed	ed	PROPN
fis-3298	211	3	integrità	integrità	PROPN
fis-3298	211	4	strutturale	strutturale	PROPN
fis-3298	211	5	,	,	PUNCT
fis-3298	211	6	6(22	6(22	NUM
fis-3298	211	7	)	)	PUNCT
fis-3298	211	8	,	,	PUNCT
fis-3298	211	9	pp	pp	ADP
fis-3298	211	10	.	.	PUNCT
fis-3298	212	1	39	39	NUM
fis-3298	212	2	-	-	SYM
fis-3298	212	3	55	55	NUM
fis-3298	212	4	.	.	PUNCT
fis-3298	213	1	[	[	X
fis-3298	213	2	3	3	NUM
fis-3298	213	3	]	]	X
fis-3298	213	4	cunha	cunha	NOUN
fis-3298	213	5	,	,	PUNCT
fis-3298	213	6	r.	r.	PROPN
fis-3298	213	7	,	,	PUNCT
fis-3298	213	8	oliveira	oliveira	PROPN
fis-3298	213	9	,	,	PUNCT
fis-3298	213	10	k.	k.	PROPN
fis-3298	213	11	,	,	PUNCT
fis-3298	213	12	brito	brito	PROPN
fis-3298	213	13	,	,	PUNCT
fis-3298	213	14	a.	a.	PROPN
fis-3298	213	15	,	,	PUNCT
fis-3298	213	16	vieira	vieira	PROPN
fis-3298	213	17	,	,	PUNCT
fis-3298	213	18	c.	c.	PROPN
fis-3298	213	19	and	and	CCONJ
fis-3298	213	20	amorim	amorim	PROPN
fis-3298	213	21	,	,	PUNCT
fis-3298	213	22	d.	d.	PROPN
fis-3298	213	23	(	(	PUNCT
fis-3298	213	24	2021	2021	NUM
fis-3298	213	25	)	)	PUNCT
fis-3298	213	26	.	.	PUNCT
fis-3298	214	1	evaluation	evaluation	NOUN
fis-3298	214	2	of	of	ADP
fis-3298	214	3	the	the	DET
fis-3298	214	4	behaviour	behaviour	NOUN
fis-3298	214	5	of	of	ADP
fis-3298	214	6	reinforced	reinforce	VERB
fis-3298	214	7	concrete	concrete	ADJ
fis-3298	214	8	beams	beam	NOUN
fis-3298	214	9	repaired	repair	VERB
fis-3298	214	10	with	with	ADP
fis-3298	214	11	glass	glass	NOUN
fis-3298	214	12	fibre	fibre	NOUN
fis-3298	214	13	reinforced	reinforce	VERB
fis-3298	214	14	polymer	polymer	NOUN
fis-3298	214	15	(	(	PUNCT
fis-3298	214	16	gfrp	gfrp	PROPN
fis-3298	214	17	)	)	PUNCT
fis-3298	214	18	using	use	VERB
fis-3298	214	19	a	a	DET
fis-3298	214	20	damage	damage	NOUN
fis-3298	214	21	variable	variable	NOUN
fis-3298	214	22	.	.	PUNCT
fis-3298	215	1	frattura	frattura	PROPN
fis-3298	215	2	ed	ed	PROPN
fis-3298	215	3	integrità	integrità	PROPN
fis-3298	215	4	strutturale	strutturale	PROPN
fis-3298	215	5	,	,	PUNCT
fis-3298	215	6	15(57	15(57	NUM
fis-3298	215	7	)	)	PUNCT
fis-3298	215	8	,	,	PUNCT
fis-3298	215	9	pp	pp	ADP
fis-3298	215	10	.	.	PUNCT
fis-3298	216	1	82	82	NUM
fis-3298	216	2	-	-	SYM
fis-3298	216	3	92	92	NUM
fis-3298	216	4	.	.	PUNCT
fis-3298	217	1	[	[	X
fis-3298	217	2	4	4	NUM
fis-3298	217	3	]	]	X
fis-3298	217	4	benaoum	benaoum	NOUN
fis-3298	217	5	,	,	PUNCT
fis-3298	217	6	f.	f.	PROPN
fis-3298	217	7	,	,	PUNCT
fis-3298	217	8	khelil	khelil	PROPN
fis-3298	217	9	,	,	PUNCT
fis-3298	217	10	f.	f.	PROPN
fis-3298	217	11	and	and	CCONJ
fis-3298	217	12	benhamena	benhamena	PROPN
fis-3298	217	13	,	,	PUNCT
fis-3298	217	14	a.	a.	NOUN
fis-3298	217	15	(	(	PUNCT
fis-3298	217	16	2020	2020	NUM
fis-3298	217	17	)	)	PUNCT
fis-3298	217	18	.	.	PUNCT
fis-3298	218	1	numerical	numerical	ADJ
fis-3298	218	2	analysis	analysis	NOUN
fis-3298	218	3	of	of	ADP
fis-3298	218	4	reinforced	reinforce	VERB
fis-3298	218	5	concrete	concrete	ADJ
fis-3298	218	6	beams	beam	NOUN
fis-3298	218	7	pre	pre	VERB
fis-3298	218	8	cracked	crack	VERB
fis-3298	218	9	reinforced	reinforce	VERB
fis-3298	218	10	by	by	ADP
fis-3298	218	11	composite	composite	ADJ
fis-3298	218	12	materials	material	NOUN
fis-3298	218	13	.	.	PUNCT
fis-3298	219	1	frattura	frattura	PROPN
fis-3298	219	2	ed	ed	PROPN
fis-3298	219	3	integrità	integrità	PROPN
fis-3298	219	4	strutturale	strutturale	PROPN
fis-3298	219	5	,	,	PUNCT
fis-3298	219	6	14(54	14(54	NUM
fis-3298	219	7	)	)	PUNCT
fis-3298	219	8	,	,	PUNCT
fis-3298	219	9	pp	pp	ADP
fis-3298	219	10	.	.	PUNCT
fis-3298	220	1	282	282	NUM
fis-3298	220	2	-	-	SYM
fis-3298	220	3	296	296	NUM
fis-3298	220	4	.	.	PUNCT
fis-3298	221	1	[	[	X
fis-3298	221	2	5	5	NUM
fis-3298	221	3	]	]	X
fis-3298	221	4	ueda	ueda	PROPN
fis-3298	221	5	,	,	PUNCT
fis-3298	221	6	t.	t.	PROPN
fis-3298	221	7	,	,	PUNCT
fis-3298	221	8	sato	sato	PROPN
fis-3298	221	9	,	,	PUNCT
fis-3298	221	10	y.	y.	PROPN
fis-3298	221	11	and	and	CCONJ
fis-3298	221	12	asano	asano	PROPN
fis-3298	221	13	,	,	PUNCT
fis-3298	221	14	y.	y.	PROPN
fis-3298	221	15	(	(	PUNCT
fis-3298	221	16	1999	1999	NUM
fis-3298	221	17	)	)	PUNCT
fis-3298	221	18	.	.	PUNCT
fis-3298	222	1	experimental	experimental	ADJ
fis-3298	222	2	study	study	NOUN
fis-3298	222	3	on	on	ADP
fis-3298	222	4	bond	bond	NOUN
fis-3298	222	5	strength	strength	NOUN
fis-3298	222	6	of	of	ADP
fis-3298	222	7	continuous	continuous	ADJ
fis-3298	222	8	carbon	carbon	NOUN
fis-3298	222	9	fiber	fiber	NOUN
fis-3298	222	10	sheet	sheet	NOUN
fis-3298	222	11	.	.	PUNCT
fis-3298	223	1	special	special	ADJ
fis-3298	223	2	publication	publication	NOUN
fis-3298	223	3	,	,	PUNCT
fis-3298	223	4	188	188	NUM
fis-3298	223	5	,	,	PUNCT
fis-3298	223	6	pp	pp	ADJ
fis-3298	223	7	.	.	PUNCT
fis-3298	224	1	407	407	NUM
fis-3298	224	2	-	-	SYM
fis-3298	224	3	416	416	NUM
fis-3298	224	4	.	.	PUNCT
fis-3298	225	1	[	[	X
fis-3298	225	2	6	6	NUM
fis-3298	225	3	]	]	X
fis-3298	225	4	carloni	carloni	NOUN
fis-3298	225	5	,	,	PUNCT
fis-3298	225	6	c.	c.	PROPN
fis-3298	225	7	,	,	PUNCT
fis-3298	225	8	ali	ali	PROPN
fis-3298	225	9	-	-	PUNCT
fis-3298	225	10	ahmad	ahmad	PROPN
fis-3298	225	11	,	,	PUNCT
fis-3298	225	12	m.	m.	NOUN
fis-3298	225	13	and	and	CCONJ
fis-3298	225	14	subramaniam	subramaniam	PROPN
fis-3298	225	15	,	,	PUNCT
fis-3298	225	16	k.	k.	PROPN
fis-3298	225	17	(	(	PUNCT
fis-3298	225	18	2005	2005	NUM
fis-3298	225	19	,	,	PUNCT
fis-3298	225	20	august	august	PROPN
fis-3298	225	21	)	)	PUNCT
fis-3298	225	22	.	.	PUNCT
fis-3298	226	1	scaling	scale	VERB
fis-3298	226	2	effect	effect	NOUN
fis-3298	226	3	in	in	ADP
fis-3298	226	4	frp	frp	PROPN
fis-3298	226	5	/	/	SYM
fis-3298	226	6	concrete	concrete	ADJ
fis-3298	226	7	interface	interface	NOUN
fis-3298	226	8	debonding	debonding	NOUN
fis-3298	226	9	.	.	PUNCT
fis-3298	227	1	in	in	ADP
fis-3298	227	2	proceedings	proceeding	NOUN
fis-3298	227	3	of	of	ADP
fis-3298	227	4	the	the	DET
fis-3298	227	5	7th	7th	ADJ
fis-3298	227	6	international	international	ADJ
fis-3298	227	7	conference	conference	NOUN
fis-3298	227	8	on	on	ADP
fis-3298	227	9	mesomechanics	mesomechanic	NOUN
fis-3298	227	10	,	,	PUNCT
fis-3298	227	11	pp	pp	ADJ
fis-3298	227	12	.	.	PUNCT
fis-3298	228	1	1	1	NUM
fis-3298	228	2	-	-	SYM
fis-3298	228	3	4	4	NUM
fis-3298	228	4	.	.	PUNCT
fis-3298	229	1	[	[	X
fis-3298	229	2	7	7	NUM
fis-3298	229	3	]	]	SYM
fis-3298	229	4	rilem	rilem	NOUN
fis-3298	229	5	,	,	PUNCT
fis-3298	229	6	t.	t.	PROPN
fis-3298	229	7	q.	q.	PROPN
fis-3298	229	8	f.	f.	PROPN
fis-3298	229	9	s.	s.	PROPN
fis-3298	229	10	(	(	PUNCT
fis-3298	229	11	2004	2004	NUM
fis-3298	229	12	)	)	PUNCT
fis-3298	229	13	.	.	PUNCT
fis-3298	230	1	quasibrittle	quasibrittle	ADJ
fis-3298	230	2	fracture	fracture	NOUN
fis-3298	230	3	scaling	scaling	NOUN
fis-3298	230	4	and	and	CCONJ
fis-3298	230	5	size	size	NOUN
fis-3298	230	6	effect	effect	NOUN
fis-3298	230	7	—	—	PUNCT
fis-3298	230	8	final	final	ADJ
fis-3298	230	9	report	report	NOUN
fis-3298	230	10	.	.	PUNCT
fis-3298	231	1	mater	mater	NOUN
fis-3298	231	2	.	.	PUNCT
fis-3298	231	3	struct	struct	NOUN
fis-3298	231	4	,	,	PUNCT
fis-3298	231	5	37272	37272	NUM
fis-3298	231	6	,	,	PUNCT
fis-3298	231	7	pp	pp	ADV
fis-3298	231	8	.	.	PUNCT
fis-3298	232	1	547586	547586	NUM
fis-3298	232	2	.	.	PUNCT
fis-3298	233	1	beam	beam	PROPN
fis-3298	233	2	no	no	INTJ
fis-3298	233	3	.	.	PUNCT
fis-3298	234	1	theoretical	theoretical	ADJ
fis-3298	234	2	load	load	NOUN
fis-3298	234	3	(	(	PUNCT
fis-3298	234	4	kn	kn	PROPN
fis-3298	234	5	)	)	PUNCT
fis-3298	234	6	(	(	PUNCT
fis-3298	234	7	100	100	NUM
fis-3298	234	8	mm	mm	PROPN
fis-3298	234	9	cfrp	cfrp	NOUN
fis-3298	234	10	width	width	NOUN
fis-3298	234	11	)	)	PUNCT
fis-3298	234	12	theoretical	theoretical	ADJ
fis-3298	234	13	load	load	NOUN
fis-3298	234	14	(	(	PUNCT
fis-3298	234	15	kn	kn	PROPN
fis-3298	234	16	)	)	PUNCT
fis-3298	234	17	(	(	PUNCT
fis-3298	234	18	150	150	NUM
fis-3298	234	19	mm	mm	PROPN
fis-3298	234	20	cfrp	cfrp	NOUN
fis-3298	234	21	width	width	NOUN
fis-3298	234	22	)	)	PUNCT
fis-3298	234	23	cb	cb	PROPN
fis-3298	235	1	47.01	47.01	NUM
fis-3298	235	2	47.01	47.01	NUM
fis-3298	235	3	s01	s01	NOUN
fis-3298	235	4	66.66	66.66	NUM
fis-3298	235	5	72.79	72.79	NUM
fis-3298	235	6	s02	s02	NOUN
fis-3298	235	7	77.85	77.85	NUM
fis-3298	235	8	86.09	86.09	NUM
fis-3298	235	9	s03	s03	PROPN
fis-3298	235	10	86.08	86.08	NUM
fis-3298	235	11	95.58	95.58	NUM
fis-3298	235	12	s01s	s01s	X
fis-3298	235	13	79.32	79.32	NUM
fis-3298	235	14	86.52	86.52	NUM
fis-3298	235	15	s02s	s02	NOUN
fis-3298	235	16	85.73	85.73	NUM
fis-3298	235	17	94.43	94.43	NUM
fis-3298	235	18	s03s	s03s	NOUN
fis-3298	235	19	90.23	90.23	NUM
fis-3298	235	20	99.82	99.82	NUM
fis-3298	235	21	t	t	PROPN
fis-3298	235	22	m.	m.	NOUN
fis-3298	235	23	madqour	madqour	PROPN
fis-3298	235	24	et	et	PROPN
fis-3298	235	25	al	al	PROPN
fis-3298	235	26	,	,	PUNCT
fis-3298	235	27	frattura	frattura	PROPN
fis-3298	235	28	ed	ed	PROPN
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fis-3298	235	31	,	,	PUNCT
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fis-3298	235	33	(	(	PUNCT
fis-3298	235	34	2022	2022	NUM
fis-3298	235	35	)	)	PUNCT
fis-3298	235	36	62	62	NUM
fis-3298	235	37	-	-	SYM
fis-3298	235	38	77	77	NUM
fis-3298	235	39	;	;	PUNCT
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fis-3298	235	41	:	:	PUNCT
fis-3298	235	42	10.3221	10.3221	NUM
fis-3298	235	43	/	/	SYM
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fis-3298	236	2	8	8	NUM
fis-3298	236	3	]	]	X
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fis-3298	236	17	j.	j.	PROPN
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fis-3298	236	19	2004	2004	NUM
fis-3298	236	20	)	)	PUNCT
fis-3298	236	21	.	.	PUNCT
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fis-3298	237	7	to	to	ADP
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fis-3298	238	8	)	)	PUNCT
fis-3298	238	9	,	,	PUNCT
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fis-3298	238	11	.	.	PUNCT
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fis-3298	239	2	-	-	SYM
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fis-3298	240	2	9	9	NUM
fis-3298	240	3	]	]	SYM
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fis-3298	240	16	técnica	técnica	PROPN
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fis-3298	241	1	(	(	PUNCT
fis-3298	241	2	2005	2005	NUM
fis-3298	241	3	)	)	PUNCT
fis-3298	241	4	.	.	PUNCT
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fis-3298	242	5	ligação	ligação	PROPN
fis-3298	242	6	cfrp	cfrp	PROPN
fis-3298	242	7	-	-	PUNCT
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fis-3298	242	9	.	.	PUNCT
fis-3298	243	1	[	[	X
fis-3298	243	2	10	10	NUM
fis-3298	243	3	]	]	PUNCT
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fis-3298	243	5	,	,	PUNCT
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fis-3298	243	8	al	al	PROPN
fis-3298	243	9	-	-	PUNCT
fis-3298	243	10	mahaidi	mahaidi	PROPN
fis-3298	243	11	,	,	PUNCT
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fis-3298	243	14	2010	2010	NUM
fis-3298	243	15	)	)	PUNCT
fis-3298	243	16	.	.	PUNCT
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fis-3298	245	8	)	)	PUNCT
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fis-3298	245	13	.	.	PUNCT
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fis-3298	248	5	,	,	PUNCT
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fis-3298	248	7	,	,	PUNCT
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fis-3298	248	9	.	.	PUNCT
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fis-3298	249	2	-	-	SYM
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fis-3298	253	2	-	-	SYM
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fis-3298	254	12	,	,	PUNCT
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fis-3298	254	16	)	)	PUNCT
fis-3298	254	17	.	.	PUNCT
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fis-3298	255	13	frp	frp	PROPN
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fis-3298	255	19	)	)	PUNCT
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fis-3298	255	22	.	.	PUNCT
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fis-3298	259	2	-	-	SYM
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fis-3298	260	12	)	)	PUNCT
fis-3298	260	13	.	.	PUNCT
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fis-3298	262	6	25(3	25(3	NUM
fis-3298	262	7	)	)	PUNCT
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fis-3298	263	2	-	-	SYM
fis-3298	263	3	1429	1429	NUM
fis-3298	263	4	.	.	PUNCT
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fis-3298	264	3	]	]	X
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fis-3298	264	6	i.	i.	PROPN
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fis-3298	264	15	)	)	PUNCT
fis-3298	264	16	.	.	PUNCT
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fis-3298	266	5	)	)	PUNCT
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fis-3298	267	2	-	-	SYM
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fis-3298	268	3	]	]	SYM
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fis-3298	268	10	n.	n.	PROPN
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fis-3298	268	16	z.	z.	PROPN
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fis-3298	269	10	i	i	NOUN
fis-3298	269	11	-	-	PUNCT
fis-3298	269	12	beams	beam	NOUN
fis-3298	269	13	.	.	PUNCT
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fis-3298	270	2	and	and	CCONJ
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fis-3298	270	7	,	,	PUNCT
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fis-3298	272	3	]	]	PUNCT
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fis-3298	272	9	,	,	PUNCT
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fis-3298	272	11	(	(	PUNCT
fis-3298	272	12	2012	2012	NUM
fis-3298	272	13	)	)	PUNCT
fis-3298	272	14	.	.	PUNCT
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fis-3298	273	2	expérimentale	expérimentale	NOUN
fis-3298	273	3	et	et	PROPN
fis-3298	273	4	analytique	analytique	PROPN
fis-3298	273	5	du	du	PROPN
fis-3298	273	6	comportement	comportement	PROPN
fis-3298	273	7	en	en	ADP
fis-3298	273	8	flexion	flexion	PROPN
fis-3298	273	9	des	des	PROPN
fis-3298	273	10	poutres	poutres	PROPN
fis-3298	273	11	en	en	PROPN
fis-3298	273	12	béton	béton	PROPN
fis-3298	273	13	armé	armé	PROPN
fis-3298	273	14	préfissurées	préfissurées	PROPN
fis-3298	273	15	renforcées	renforcées	PROPN
fis-3298	273	16	par	par	PROPN
fis-3298	273	17	un	un	PROPN
fis-3298	273	18	matériau	matériau	PROPN
fis-3298	273	19	composite	composite	PROPN
fis-3298	273	20	en	en	X
fis-3298	273	21	toile	toile	NOUN
fis-3298	273	22	de	de	X
fis-3298	273	23	fibres	fibre	NOUN
fis-3298	273	24	de	de	X
fis-3298	273	25	carbone	carbone	NOUN
fis-3298	273	26	(	(	PUNCT
fis-3298	273	27	tfc	tfc	PROPN
fis-3298	273	28	)	)	PUNCT
fis-3298	273	29	.	.	PUNCT
fis-3298	274	1	synthèse	synthèse	NOUN
fis-3298	274	2	:	:	PUNCT
fis-3298	274	3	revue	revue	PROPN
fis-3298	274	4	des	des	PROPN
fis-3298	274	5	sciences	sciences	PROPN
fis-3298	274	6	et	et	PROPN
fis-3298	274	7	de	de	X
fis-3298	274	8	la	la	X
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fis-3298	274	10	,	,	PUNCT
fis-3298	274	11	25	25	NUM
fis-3298	274	12	,	,	PUNCT
fis-3298	274	13	pp	pp	ADJ
fis-3298	274	14	.	.	PUNCT
fis-3298	275	1	41	41	NUM
fis-3298	275	2	-	-	SYM
fis-3298	275	3	58	58	NUM
fis-3298	275	4	.	.	PUNCT
fis-3298	276	1	[	[	X
fis-3298	276	2	19	19	NUM
fis-3298	276	3	]	]	PUNCT
fis-3298	276	4	osman	osman	PROPN
fis-3298	276	5	,	,	PUNCT
fis-3298	276	6	b.	b.	PROPN
fis-3298	276	7	h.	h.	PROPN
fis-3298	276	8	,	,	PUNCT
fis-3298	276	9	wu	wu	PROPN
fis-3298	276	10	,	,	PUNCT
fis-3298	276	11	e.	e.	PROPN
fis-3298	276	12	,	,	PUNCT
fis-3298	276	13	ji	ji	PROPN
fis-3298	276	14	,	,	PUNCT
fis-3298	276	15	b.	b.	PROPN
fis-3298	276	16	and	and	CCONJ
fis-3298	276	17	abdulhameed	abdulhameed	PROPN
fis-3298	276	18	,	,	PUNCT
fis-3298	276	19	s.	s.	PROPN
fis-3298	276	20	s.	s.	PROPN
fis-3298	276	21	(	(	PUNCT
fis-3298	276	22	2018	2018	NUM
fis-3298	276	23	)	)	PUNCT
fis-3298	276	24	.	.	PUNCT
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fis-3298	277	3	reinforcement	reinforcement	NOUN
fis-3298	277	4	ratios	ratio	NOUN
fis-3298	277	5	on	on	ADP
fis-3298	277	6	shear	shear	NOUN
fis-3298	277	7	behavior	behavior	NOUN
fis-3298	277	8	of	of	ADP
fis-3298	277	9	concrete	concrete	ADJ
fis-3298	277	10	beams	beam	NOUN
fis-3298	277	11	strengthened	strengthen	VERB
fis-3298	277	12	with	with	ADP
fis-3298	277	13	cfrp	cfrp	NOUN
fis-3298	277	14	sheets	sheet	NOUN
fis-3298	277	15	.	.	PUNCT
fis-3298	278	1	hbrc	hbrc	NOUN
fis-3298	278	2	journal	journal	PROPN
fis-3298	278	3	,	,	PUNCT
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fis-3298	278	5	)	)	PUNCT
fis-3298	278	6	,	,	PUNCT
fis-3298	278	7	pp	pp	PROPN
fis-3298	278	8	.	.	PUNCT
fis-3298	279	1	29	29	NUM
fis-3298	279	2	-	-	SYM
fis-3298	279	3	36	36	NUM
fis-3298	279	4	.	.	PUNCT
fis-3298	280	1	[	[	X
fis-3298	280	2	20	20	NUM
fis-3298	280	3	]	]	PUNCT
fis-3298	280	4	madqour	madqour	NOUN
fis-3298	280	5	,	,	PUNCT
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fis-3298	280	8	hassan	hassan	PROPN
fis-3298	280	9	,	,	PUNCT
fis-3298	280	10	h.	h.	PROPN
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fis-3298	280	12	2021	2021	NUM
fis-3298	280	13	)	)	PUNCT
fis-3298	280	14	.	.	PUNCT
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fis-3298	281	2	and	and	CCONJ
fis-3298	281	3	analytical	analytical	ADJ
fis-3298	281	4	investigations	investigation	NOUN
fis-3298	281	5	of	of	ADP
fis-3298	281	6	reinforced	reinforce	VERB
fis-3298	281	7	concrete	concrete	ADJ
fis-3298	281	8	beams	beam	NOUN
fis-3298	281	9	strengthened	strengthen	VERB
fis-3298	281	10	by	by	ADP
fis-3298	281	11	different	different	ADJ
fis-3298	281	12	cfrp	cfrp	PROPN
fis-3298	281	13	sheet	sheet	NOUN
fis-3298	281	14	schemes	scheme	NOUN
fis-3298	281	15	.	.	PUNCT
fis-3298	282	1	frattura	frattura	PROPN
fis-3298	282	2	ed	ed	PROPN
fis-3298	282	3	integrità	integrità	PROPN
fis-3298	282	4	strutturale	strutturale	PROPN
fis-3298	282	5	,	,	PUNCT
fis-3298	282	6	15(56	15(56	NUM
fis-3298	282	7	)	)	PUNCT
fis-3298	282	8	,	,	PUNCT
fis-3298	282	9	pp	pp	ADJ
fis-3298	282	10	.	.	PUNCT
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fis-3298	283	2	-	-	SYM
fis-3298	283	3	136	136	NUM
fis-3298	283	4	.	.	PUNCT
fis-3298	284	1	[	[	X
fis-3298	284	2	21	21	NUM
fis-3298	284	3	]	]	X
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fis-3298	284	5	.	.	PUNCT
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fis-3298	285	7	user	user	NOUN
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fis-3298	285	9	for	for	ADP
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fis-3298	285	11	structural	structural	ADJ
fis-3298	285	12	analysis	analysis	NOUN
fis-3298	285	13	.	.	PUNCT
fis-3298	286	1	canonsburg	canonsburg	PROPN
fis-3298	286	2	,	,	PUNCT
fis-3298	286	3	pa	pa	PROPN
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fis-3298	286	5	:	:	PUNCT
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fis-3298	287	7	2007	2007	NUM
fis-3298	287	8	)	)	PUNCT
fis-3298	287	9	.	.	PUNCT
fis-3298	288	1	[	[	X
fis-3298	288	2	22	22	NUM
fis-3298	288	3	]	]	X
fis-3298	288	4	aiello	aiello	PROPN
fis-3298	288	5	,	,	PUNCT
fis-3298	288	6	m.	m.	NOUN
fis-3298	288	7	a.	a.	PROPN
fis-3298	288	8	,	,	PUNCT
fis-3298	288	9	ascione	ascione	NOUN
fis-3298	288	10	,	,	PUNCT
fis-3298	288	11	l.	l.	PROPN
fis-3298	288	12	,	,	PUNCT
fis-3298	288	13	baratta	baratta	PROPN
fis-3298	288	14	,	,	PUNCT
fis-3298	288	15	a.	a.	NOUN
fis-3298	288	16	,	,	PUNCT
fis-3298	288	17	bastianini	bastianini	PROPN
fis-3298	288	18	,	,	PUNCT
fis-3298	288	19	f.	f.	PROPN
fis-3298	288	20	,	,	PUNCT
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fis-3298	288	22	,	,	PUNCT
fis-3298	288	23	u.	u.	PROPN
fis-3298	288	24	,	,	PUNCT
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fis-3298	288	26	,	,	PUNCT
fis-3298	288	27	a.	a.	PROPN
fis-3298	288	28	and	and	CCONJ
fis-3298	288	29	zampa	zampa	PROPN
fis-3298	288	30	,	,	PUNCT
fis-3298	288	31	a.	a.	NOUN
fis-3298	288	32	(	(	PUNCT
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fis-3298	288	34	)	)	PUNCT
fis-3298	288	35	.	.	PUNCT
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fis-3298	289	3	the	the	DET
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fis-3298	289	8	externally	externally	ADV
fis-3298	289	9	bonded	bond	VERB
fis-3298	289	10	frp	frp	PROPN
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fis-3298	289	12	for	for	ADP
fis-3298	289	13	strengthening	strengthen	VERB
fis-3298	289	14	existing	exist	VERB
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fis-3298	289	16	.	.	PUNCT
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fis-3298	290	2	23	23	NUM
fis-3298	290	3	]	]	X
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fis-3298	290	10	,	,	PUNCT
fis-3298	290	11	s.	s.	PROPN
fis-3298	290	12	t.	t.	PROPN
fis-3298	290	13	,	,	PUNCT
fis-3298	290	14	yao	yao	PROPN
fis-3298	290	15	,	,	PUNCT
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fis-3298	290	19	,	,	PUNCT
fis-3298	290	20	j.	j.	PROPN
fis-3298	290	21	f.	f.	PROPN
fis-3298	290	22	(	(	PUNCT
fis-3298	290	23	2003	2003	NUM
fis-3298	290	24	)	)	PUNCT
fis-3298	290	25	.	.	PUNCT
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fis-3298	291	7	rc	rc	PROPN
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fis-3298	291	9	and	and	CCONJ
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fis-3298	291	11	.	.	PUNCT
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fis-3298	292	4	materials	material	NOUN
fis-3298	292	5	,	,	PUNCT
fis-3298	292	6	17(6	17(6	NUM
fis-3298	292	7	-	-	SYM
fis-3298	292	8	7	7	NUM
fis-3298	292	9	)	)	PUNCT
fis-3298	292	10	,	,	PUNCT
fis-3298	292	11	pp	pp	PROPN
fis-3298	292	12	.	.	PUNCT
fis-3298	293	1	447	447	NUM
fis-3298	293	2	-	-	SYM
fis-3298	293	3	462	462	NUM
fis-3298	293	4	.	.	PUNCT
fis-3298	294	1	[	[	X
fis-3298	294	2	24	24	NUM
fis-3298	294	3	]	]	PUNCT
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fis-3298	294	5	,	,	PUNCT
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fis-3298	294	7	a.	a.	PROPN
fis-3298	294	8	,	,	PUNCT
fis-3298	294	9	naser	naser	PROPN
fis-3298	294	10	,	,	PUNCT
fis-3298	294	11	m.	m.	NOUN
fis-3298	294	12	z.	z.	PROPN
fis-3298	294	13	and	and	CCONJ
fis-3298	294	14	abdalla	abdalla	PROPN
fis-3298	294	15	,	,	PUNCT
fis-3298	294	16	j.	j.	PROPN
fis-3298	294	17	a.	a.	PROPN
fis-3298	294	18	(	(	PUNCT
fis-3298	294	19	2013	2013	NUM
fis-3298	294	20	)	)	PUNCT
fis-3298	294	21	.	.	PUNCT
fis-3298	295	1	finite	finite	PROPN
fis-3298	295	2	element	element	PROPN
fis-3298	295	3	simulation	simulation	NOUN
fis-3298	295	4	of	of	ADP
fis-3298	295	5	reinforced	reinforce	VERB
fis-3298	295	6	concrete	concrete	ADJ
fis-3298	295	7	beams	beam	NOUN
fis-3298	295	8	externally	externally	ADV
fis-3298	295	9	strengthened	strengthen	VERB
fis-3298	295	10	with	with	ADP
fis-3298	295	11	short	short	ADJ
fis-3298	295	12	-	-	PUNCT
fis-3298	295	13	length	length	NOUN
fis-3298	295	14	cfrp	cfrp	NOUN
fis-3298	295	15	plates	plate	NOUN
fis-3298	295	16	.	.	PUNCT
fis-3298	296	1	composites	composite	VERB
fis-3298	296	2	part	part	NOUN
fis-3298	296	3	b	b	NOUN
fis-3298	296	4	:	:	PUNCT
fis-3298	296	5	engineering	engineering	NOUN
fis-3298	296	6	,	,	PUNCT
fis-3298	296	7	45(1	45(1	NOUN
fis-3298	296	8	)	)	PUNCT
fis-3298	296	9	,	,	PUNCT
fis-3298	296	10	pp	pp	PROPN
fis-3298	296	11	.	.	PUNCT
fis-3298	296	12	1722	1722	NUM
fis-3298	296	13	-	-	SYM
fis-3298	296	14	1730	1730	NUM
fis-3298	296	15	.	.	PUNCT
fis-3298	297	1	[	[	X
fis-3298	297	2	25	25	NUM
fis-3298	297	3	]	]	PUNCT
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fis-3298	297	5	,	,	PUNCT
fis-3298	297	6	a.	a.	PROPN
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fis-3298	297	10	)	)	PUNCT
fis-3298	297	11	.	.	PUNCT
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fis-3298	298	3	0	0	NUM
fis-3298	298	4	,	,	PUNCT
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fis-3298	298	7	element	element	NOUN
fis-3298	298	8	computer	computer	NOUN
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fis-3298	298	10	and	and	CCONJ
fis-3298	298	11	user	user	NOUN
fis-3298	298	12	manual	manual	NOUN
fis-3298	298	13	for	for	ADP
fis-3298	298	14	nonlinear	nonlinear	ADJ
fis-3298	298	15	structural	structural	ADJ
fis-3298	298	16	analysis	analysis	NOUN
fis-3298	298	17	,	,	PUNCT
fis-3298	298	18	ansys	ansys	PROPN
fis-3298	298	19	inc	inc	PROPN
fis-3298	298	20	.	.	PROPN
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fis-3298	298	22	,	,	PUNCT
fis-3298	298	23	pa	pa	PROPN
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fis-3298	299	2	26	26	NUM
fis-3298	299	3	]	]	X
fis-3298	299	4	f.	f.	PROPN
fis-3298	299	5	bouziadi	bouziadi	PROPN
fis-3298	299	6	,	,	PUNCT
fis-3298	299	7	boulekbache	boulekbache	PROPN
fis-3298	299	8	,	,	PUNCT
fis-3298	299	9	b.	b.	PROPN
fis-3298	299	10	,	,	PUNCT
fis-3298	299	11	haddi	haddi	PROPN
fis-3298	299	12	,	,	PUNCT
fis-3298	299	13	a.	a.	NOUN
fis-3298	299	14	,	,	PUNCT
fis-3298	299	15	djelal	djelal	PROPN
fis-3298	299	16	,	,	PUNCT
fis-3298	299	17	c.	c.	NOUN
fis-3298	299	18	,	,	PUNCT
fis-3298	299	19	hamrat	hamrat	NOUN
fis-3298	299	20	,	,	PUNCT
fis-3298	299	21	m.	m.	PROPN
fis-3298	299	22	j.	j.	PROPN
fis-3298	299	23	c.	c.	PROPN
fis-3298	299	24	and	and	CCONJ
fis-3298	299	25	b.	b.	PROPN
fis-3298	299	26	materials	material	NOUN
fis-3298	299	27	,	,	PUNCT
fis-3298	299	28	(	(	PUNCT
fis-3298	299	29	2018	2018	NUM
fis-3298	299	30	)	)	PUNCT
fis-3298	299	31	.	.	PUNCT
fis-3298	300	1	numerical	numerical	ADJ
fis-3298	300	2	analysis	analysis	NOUN
fis-3298	300	3	of	of	ADP
fis-3298	300	4	shrinkage	shrinkage	NOUN
fis-3298	300	5	of	of	ADP
fis-3298	300	6	steel	steel	NOUN
fis-3298	300	7	fiber	fiber	NOUN
fis-3298	300	8	reinforced	reinforce	VERB
fis-3298	300	9	high	high	ADJ
fis-3298	300	10	-	-	PUNCT
fis-3298	300	11	strength	strength	NOUN
fis-3298	300	12	concrete	concrete	NOUN
fis-3298	300	13	subjected	subject	VERB
fis-3298	300	14	to	to	ADP
fis-3298	300	15	thermal	thermal	ADJ
fis-3298	300	16	loading	loading	NOUN
fis-3298	300	17	,	,	PUNCT
fis-3298	300	18	construction	construction	NOUN
fis-3298	300	19	and	and	CCONJ
fis-3298	300	20	building	building	NOUN
fis-3298	300	21	materials	material	NOUN
fis-3298	300	22	,	,	PUNCT
fis-3298	300	23	181	181	NUM
fis-3298	300	24	,	,	PUNCT
fis-3298	300	25	pp	pp	ADJ
fis-3298	300	26	.	.	PUNCT
fis-3298	301	1	381	381	NUM
fis-3298	301	2	-	-	SYM
fis-3298	301	3	393	393	NUM
fis-3298	301	4	.	.	PUNCT
fis-3298	302	1	[	[	X
fis-3298	302	2	27	27	NUM
fis-3298	302	3	]	]	X
fis-3298	302	4	bouziadi	bouziadi	NOUN
fis-3298	302	5	,	,	PUNCT
fis-3298	302	6	f.	f.	PROPN
fis-3298	302	7	,	,	PUNCT
fis-3298	302	8	boulekbache	boulekbache	PROPN
fis-3298	302	9	,	,	PUNCT
fis-3298	302	10	b.	b.	PROPN
fis-3298	302	11	,	,	PUNCT
fis-3298	302	12	haddi	haddi	PROPN
fis-3298	302	13	,	,	PUNCT
fis-3298	302	14	a.	a.	NOUN
fis-3298	302	15	,	,	PUNCT
fis-3298	302	16	hamrat	hamrat	NOUN
fis-3298	302	17	,	,	PUNCT
fis-3298	302	18	m.	m.	NOUN
fis-3298	302	19	and	and	CCONJ
fis-3298	302	20	djelal	djelal	PROPN
fis-3298	302	21	,	,	PUNCT
fis-3298	302	22	c.	c.	PROPN
fis-3298	302	23	(	(	PUNCT
fis-3298	302	24	2020	2020	NUM
fis-3298	302	25	)	)	PUNCT
fis-3298	302	26	.	.	PUNCT
fis-3298	303	1	finite	finite	PROPN
fis-3298	303	2	element	element	NOUN
fis-3298	303	3	modeling	modeling	NOUN
fis-3298	303	4	of	of	ADP
fis-3298	303	5	creep	creep	PROPN
fis-3298	303	6	behavior	behavior	PROPN
fis-3298	303	7	of	of	ADP
fis-3298	303	8	frp	frp	PROPN
fis-3298	303	9	-	-	PUNCT
fis-3298	303	10	externally	externally	ADV
fis-3298	303	11	strengthened	strengthen	VERB
fis-3298	303	12	reinforced	reinforce	VERB
fis-3298	303	13	concrete	concrete	ADJ
fis-3298	303	14	beams	beam	NOUN
fis-3298	303	15	.	.	PUNCT
fis-3298	304	1	engineering	engineering	NOUN
fis-3298	304	2	structures	structure	NOUN
fis-3298	304	3	,	,	PUNCT
fis-3298	304	4	204	204	NUM
fis-3298	304	5	,	,	PUNCT
fis-3298	304	6	109908	109908	NUM
fis-3298	304	7	.	.	PUNCT
fis-3298	305	1	[	[	X
fis-3298	305	2	28	28	NUM
fis-3298	305	3	]	]	X
fis-3298	305	4	popovics	popovic	NOUN
fis-3298	305	5	,	,	PUNCT
fis-3298	305	6	s.	s.	PROPN
fis-3298	305	7	(	(	PUNCT
fis-3298	305	8	1970	1970	NUM
fis-3298	305	9	,	,	PUNCT
fis-3298	305	10	march	march	PROPN
fis-3298	305	11	)	)	PUNCT
fis-3298	305	12	.	.	PUNCT
fis-3298	306	1	a	a	DET
fis-3298	306	2	review	review	NOUN
fis-3298	306	3	of	of	ADP
fis-3298	306	4	stress	stress	NOUN
fis-3298	306	5	-	-	PUNCT
fis-3298	306	6	strain	strain	NOUN
fis-3298	306	7	relationships	relationship	NOUN
fis-3298	306	8	for	for	ADP
fis-3298	306	9	concrete	concrete	NOUN
fis-3298	306	10	.	.	PUNCT
fis-3298	307	1	in	in	ADP
fis-3298	307	2	journal	journal	ADJ
fis-3298	307	3	proceedings	proceeding	NOUN
fis-3298	307	4	,	,	PUNCT
fis-3298	307	5	67(3	67(3	NUM
fis-3298	307	6	)	)	PUNCT
fis-3298	307	7	,	,	PUNCT
fis-3298	307	8	pp	pp	ADP
fis-3298	307	9	.	.	PUNCT
fis-3298	307	10	243248	243248	NUM
fis-3298	307	11	)	)	PUNCT
fis-3298	307	12	.	.	PUNCT
fis-3298	308	1	[	[	X
fis-3298	308	2	29	29	NUM
fis-3298	308	3	]	]	X
fis-3298	308	4	thorenfeldt	thorenfeldt	PROPN
fis-3298	308	5	,	,	PUNCT
fis-3298	308	6	e.	e.	PROPN
fis-3298	308	7	(	(	PUNCT
fis-3298	308	8	1987	1987	NUM
fis-3298	308	9	)	)	PUNCT
fis-3298	308	10	.	.	PUNCT
fis-3298	309	1	mechanical	mechanical	ADJ
fis-3298	309	2	properties	property	NOUN
fis-3298	309	3	of	of	ADP
fis-3298	309	4	high	high	ADJ
fis-3298	309	5	-	-	PUNCT
fis-3298	309	6	strength	strength	NOUN
fis-3298	309	7	concrete	concrete	NOUN
fis-3298	309	8	and	and	CCONJ
fis-3298	309	9	applications	application	NOUN
fis-3298	309	10	in	in	ADP
fis-3298	309	11	design	design	NOUN
fis-3298	309	12	.	.	PUNCT
fis-3298	310	1	in	in	ADP
fis-3298	310	2	symposium	symposium	NOUN
fis-3298	310	3	proceedings	proceeding	NOUN
fis-3298	310	4	,	,	PUNCT
fis-3298	310	5	utilization	utilization	NOUN
fis-3298	310	6	of	of	ADP
fis-3298	310	7	high	high	ADJ
fis-3298	310	8	-	-	PUNCT
fis-3298	310	9	strength	strength	NOUN
fis-3298	310	10	concrete	concrete	NOUN
fis-3298	310	11	,	,	PUNCT
fis-3298	310	12	norway	norway	NOUN
fis-3298	310	13	.	.	PUNCT
fis-3298	311	1	[	[	X
fis-3298	311	2	30	30	NUM
fis-3298	311	3	]	]	X
fis-3298	311	4	el	el	PROPN
fis-3298	311	5	-	-	PUNCT
fis-3298	311	6	tawil	tawil	PROPN
fis-3298	311	7	,	,	PUNCT
fis-3298	311	8	s.	s.	PROPN
fis-3298	311	9	,	,	PUNCT
fis-3298	311	10	ogunc	ogunc	PROPN
fis-3298	311	11	,	,	PUNCT
fis-3298	311	12	c.	c.	NOUN
fis-3298	311	13	,	,	PUNCT
fis-3298	311	14	okeil	okeil	NOUN
fis-3298	311	15	,	,	PUNCT
fis-3298	311	16	a.	a.	NOUN
fis-3298	311	17	and	and	CCONJ
fis-3298	311	18	shahawy	shahawy	PROPN
fis-3298	311	19	,	,	PUNCT
fis-3298	311	20	m.	m.	NOUN
fis-3298	311	21	(	(	PUNCT
fis-3298	311	22	2001	2001	NUM
fis-3298	311	23	)	)	PUNCT
fis-3298	311	24	.	.	PUNCT
fis-3298	312	1	static	static	ADJ
fis-3298	312	2	and	and	CCONJ
fis-3298	312	3	fatigue	fatigue	NOUN
fis-3298	312	4	analyses	analysis	NOUN
fis-3298	312	5	of	of	ADP
fis-3298	312	6	rc	rc	PROPN
fis-3298	312	7	beams	beam	NOUN
fis-3298	312	8	strengthened	strengthen	VERB
fis-3298	312	9	with	with	ADP
fis-3298	312	10	cfrp	cfrp	NOUN
fis-3298	312	11	laminates	laminate	NOUN
fis-3298	312	12	.	.	PUNCT
fis-3298	313	1	journal	journal	NOUN
fis-3298	313	2	of	of	ADP
fis-3298	313	3	composites	composite	NOUN
fis-3298	313	4	for	for	ADP
fis-3298	313	5	construction	construction	NOUN
fis-3298	313	6	,	,	PUNCT
fis-3298	313	7	5(4	5(4	NUM
fis-3298	313	8	)	)	PUNCT
fis-3298	313	9	,	,	PUNCT
fis-3298	313	10	pp	pp	ADP
fis-3298	313	11	.	.	PUNCT
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fis-3298	314	2	-	-	SYM
fis-3298	314	3	267	267	NUM
fis-3298	314	4	.	.	PUNCT
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fis-3298	315	2	madqour	madqour	PROPN
fis-3298	315	3	et	et	PROPN
fis-3298	315	4	al	al	PROPN
fis-3298	315	5	,	,	PUNCT
fis-3298	315	6	frattura	frattura	PROPN
fis-3298	315	7	ed	ed	PROPN
fis-3298	315	8	integrità	integrità	PROPN
fis-3298	315	9	strutturale	strutturale	PROPN
fis-3298	315	10	,	,	PUNCT
fis-3298	315	11	59	59	NUM
fis-3298	315	12	(	(	PUNCT
fis-3298	315	13	2022	2022	NUM
fis-3298	315	14	)	)	PUNCT
fis-3298	315	15	62	62	NUM
fis-3298	315	16	-	-	SYM
fis-3298	315	17	77	77	NUM
fis-3298	315	18	;	;	PUNCT
fis-3298	315	19	doi	doi	NOUN
fis-3298	315	20	:	:	PUNCT
fis-3298	315	21	10.3221	10.3221	NUM
fis-3298	315	22	/	/	SYM
fis-3298	315	23	igf	igf	PROPN
fis-3298	315	24	-	-	PUNCT
fis-3298	315	25	esis.59.05	esis.59.05	ADJ
fis-3298	315	26	76	76	NUM
fis-3298	316	1	[	[	X
fis-3298	316	2	31	31	NUM
fis-3298	316	3	]	]	PUNCT
fis-3298	316	4	aci	aci	PROPN
fis-3298	316	5	committee	committee	PROPN
fis-3298	316	6	,	,	PUNCT
fis-3298	316	7	(	(	PUNCT
fis-3298	316	8	2005	2005	NUM
fis-3298	316	9	)	)	PUNCT
fis-3298	316	10	,	,	PUNCT
fis-3298	316	11	building	build	VERB
fis-3298	316	12	code	code	NOUN
fis-3298	316	13	requirements	requirement	NOUN
fis-3298	316	14	for	for	ADP
fis-3298	316	15	structural	structural	ADJ
fis-3298	316	16	concrete	concrete	NOUN
fis-3298	316	17	(	(	PUNCT
fis-3298	316	18	aci	aci	PROPN
fis-3298	316	19	318	318	NUM
fis-3298	316	20	-	-	SYM
fis-3298	316	21	05	05	NUM
fis-3298	316	22	)	)	PUNCT
fis-3298	316	23	and	and	CCONJ
fis-3298	316	24	commentary	commentary	NOUN
fis-3298	316	25	(	(	PUNCT
fis-3298	316	26	aci	aci	PROPN
fis-3298	316	27	318r-05	318r-05	NUM
fis-3298	316	28	)	)	PUNCT
fis-3298	316	29	,	,	PUNCT
fis-3298	316	30	american	american	PROPN
fis-3298	316	31	concrete	concrete	PROPN
fis-3298	316	32	institute	institute	PROPN
fis-3298	316	33	.	.	PUNCT
fis-3298	317	1	[	[	X
fis-3298	317	2	32	32	NUM
fis-3298	317	3	]	]	PUNCT
fis-3298	317	4	wenwei	wenwei	NOUN
fis-3298	317	5	,	,	PUNCT
fis-3298	317	6	w.	w.	PROPN
fis-3298	317	7	and	and	CCONJ
fis-3298	317	8	guo	guo	PROPN
fis-3298	317	9	,	,	PUNCT
fis-3298	317	10	l.	l.	PROPN
fis-3298	317	11	(	(	PUNCT
fis-3298	317	12	2006	2006	NUM
fis-3298	317	13	)	)	PUNCT
fis-3298	317	14	.	.	PUNCT
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fis-3298	318	2	study	study	NOUN
fis-3298	318	3	and	and	CCONJ
fis-3298	318	4	analysis	analysis	NOUN
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fis-3298	318	6	rc	rc	PROPN
fis-3298	318	7	beams	beam	NOUN
fis-3298	318	8	strengthened	strengthen	VERB
fis-3298	318	9	with	with	ADP
fis-3298	318	10	cfrp	cfrp	NOUN
fis-3298	318	11	laminates	laminate	NOUN
fis-3298	318	12	under	under	ADP
fis-3298	318	13	sustaining	sustain	VERB
fis-3298	318	14	load	load	NOUN
fis-3298	318	15	.	.	PUNCT
fis-3298	319	1	international	international	ADJ
fis-3298	319	2	journal	journal	NOUN
fis-3298	319	3	of	of	ADP
fis-3298	319	4	solids	solid	NOUN
fis-3298	319	5	and	and	CCONJ
fis-3298	319	6	structures	structure	NOUN
fis-3298	319	7	,	,	PUNCT
fis-3298	319	8	43(6	43(6	NOUN
fis-3298	319	9	)	)	PUNCT
fis-3298	319	10	,	,	PUNCT
fis-3298	319	11	pp	pp	PROPN
fis-3298	319	12	.	.	PUNCT
fis-3298	320	1	1372	1372	NUM
fis-3298	320	2	-	-	SYM
fis-3298	320	3	1387	1387	NUM
fis-3298	320	4	.	.	PUNCT
fis-3298	321	1	[	[	X
fis-3298	321	2	33	33	NUM
fis-3298	321	3	]	]	X
fis-3298	321	4	chellapandian	chellapandian	PROPN
fis-3298	321	5	,	,	PUNCT
fis-3298	321	6	m.	m.	NOUN
fis-3298	321	7	,	,	PUNCT
fis-3298	321	8	prakash	prakash	PROPN
fis-3298	321	9	,	,	PUNCT
fis-3298	321	10	s.	s.	PROPN
fis-3298	321	11	s.	s.	PROPN
fis-3298	321	12	and	and	CCONJ
fis-3298	321	13	sharma	sharma	PROPN
fis-3298	321	14	,	,	PUNCT
fis-3298	321	15	a.	a.	NOUN
fis-3298	321	16	(	(	PUNCT
fis-3298	321	17	2019	2019	NUM
fis-3298	321	18	)	)	PUNCT
fis-3298	321	19	.	.	PUNCT
fis-3298	322	1	experimental	experimental	ADJ
fis-3298	322	2	and	and	CCONJ
fis-3298	322	3	finite	finite	ADJ
fis-3298	322	4	element	element	NOUN
fis-3298	322	5	studies	study	NOUN
fis-3298	322	6	on	on	ADP
fis-3298	322	7	the	the	DET
fis-3298	322	8	flexural	flexural	ADJ
fis-3298	322	9	behavior	behavior	NOUN
fis-3298	322	10	of	of	ADP
fis-3298	322	11	reinforced	reinforce	VERB
fis-3298	322	12	concrete	concrete	ADJ
fis-3298	322	13	elements	element	NOUN
fis-3298	322	14	strengthened	strengthen	VERB
fis-3298	322	15	with	with	ADP
fis-3298	322	16	hybrid	hybrid	ADJ
fis-3298	322	17	frp	frp	NOUN
fis-3298	322	18	technique	technique	NOUN
fis-3298	322	19	.	.	PUNCT
fis-3298	323	1	composite	composite	ADJ
fis-3298	323	2	structures	structure	NOUN
fis-3298	323	3	,	,	PUNCT
fis-3298	323	4	208	208	NUM
fis-3298	323	5	,	,	PUNCT
fis-3298	323	6	pp	pp	ADJ
fis-3298	323	7	.	.	PUNCT
fis-3298	323	8	466478	466478	NUM
fis-3298	323	9	.	.	PUNCT
fis-3298	324	1	[	[	X
fis-3298	324	2	34	34	NUM
fis-3298	324	3	]	]	SYM
fis-3298	324	4	gangarao	gangarao	NOUN
fis-3298	324	5	,	,	PUNCT
fis-3298	324	6	h.	h.	PROPN
fis-3298	324	7	v.	v.	PROPN
fis-3298	324	8	and	and	CCONJ
fis-3298	324	9	vijay	vijay	NOUN
fis-3298	324	10	,	,	PUNCT
fis-3298	324	11	p.	p.	NOUN
fis-3298	324	12	v.	v.	PROPN
fis-3298	324	13	(	(	PUNCT
fis-3298	324	14	1998	1998	NUM
fis-3298	324	15	)	)	PUNCT
fis-3298	324	16	.	.	PUNCT
fis-3298	325	1	bending	bend	VERB
fis-3298	325	2	behavior	behavior	NOUN
fis-3298	325	3	of	of	ADP
fis-3298	325	4	concrete	concrete	ADJ
fis-3298	325	5	beams	beam	NOUN
fis-3298	325	6	wrapped	wrap	VERB
fis-3298	325	7	with	with	ADP
fis-3298	325	8	carbon	carbon	NOUN
fis-3298	325	9	fabric	fabric	NOUN
fis-3298	325	10	.	.	PUNCT
fis-3298	326	1	journal	journal	PROPN
fis-3298	326	2	of	of	ADP
fis-3298	326	3	structural	structural	ADJ
fis-3298	326	4	engineering	engineering	NOUN
fis-3298	326	5	,	,	PUNCT
fis-3298	326	6	124(1	124(1	NUM
fis-3298	326	7	)	)	PUNCT
fis-3298	326	8	,	,	PUNCT
fis-3298	326	9	pp	pp	ADJ
fis-3298	326	10	.	.	PUNCT
fis-3298	327	1	3	3	NUM
fis-3298	327	2	-	-	SYM
fis-3298	327	3	10	10	NUM
fis-3298	327	4	.	.	PUNCT
fis-3298	328	1	nomenclature	nomenclature	VERB
fis-3298	328	2	a	a	DET
fis-3298	328	3	depth	depth	NOUN
fis-3298	328	4	of	of	ADP
fis-3298	328	5	equivalent	equivalent	ADJ
fis-3298	328	6	rectangular	rectangular	ADJ
fis-3298	328	7	stress	stress	NOUN
fis-3298	328	8	block	block	NOUN
fis-3298	328	9	afrp	afrp	PROPN
fis-3298	328	10	=	=	SYM
fis-3298	328	11	n	n	CCONJ
fis-3298	328	12	tf	tf	NUM
fis-3298	328	13	wf	wf	PROPN
fis-3298	328	14	,	,	PUNCT
fis-3298	328	15	area	area	NOUN
fis-3298	328	16	of	of	ADP
fis-3298	328	17	frp	frp	PROPN
fis-3298	328	18	external	external	PROPN
fis-3298	328	19	reinforcement	reinforcement	NOUN
fis-3298	328	20	as	as	ADP
fis-3298	328	21	area	area	NOUN
fis-3298	328	22	of	of	ADP
fis-3298	328	23	non	non	ADJ
fis-3298	328	24	-	-	ADJ
fis-3298	328	25	prestressed	prestressed	ADJ
fis-3298	328	26	steel	steel	NOUN
fis-3298	328	27	reinforcement	reinforcement	NOUN
fis-3298	328	28	b	b	PROPN
fis-3298	328	29	width	width	NOUN
fis-3298	328	30	of	of	ADP
fis-3298	328	31	rectangular	rectangular	ADJ
fis-3298	328	32	cross	cross	NOUN
fis-3298	328	33	-	-	NOUN
fis-3298	328	34	section	section	NOUN
fis-3298	328	35	c	c	NOUN
fis-3298	328	36	distance	distance	NOUN
fis-3298	328	37	from	from	ADP
fis-3298	328	38	extreme	extreme	ADJ
fis-3298	328	39	compression	compression	NOUN
fis-3298	328	40	fiber	fiber	NOUN
fis-3298	328	41	to	to	ADP
fis-3298	328	42	the	the	DET
fis-3298	328	43	neutral	neutral	ADJ
fis-3298	328	44	axis	axis	NOUN
fis-3298	328	45	d	d	ADP
fis-3298	328	46	the	the	DET
fis-3298	328	47	effective	effective	ADJ
fis-3298	328	48	depth	depth	NOUN
fis-3298	328	49	of	of	ADP
fis-3298	328	50	the	the	DET
fis-3298	328	51	beam	beam	NOUN
fis-3298	328	52	ec	ec	PROPN
fis-3298	328	53	modulus	modulus	NOUN
fis-3298	328	54	of	of	ADP
fis-3298	328	55	elasticity	elasticity	NOUN
fis-3298	328	56	of	of	ADP
fis-3298	328	57	concrete	concrete	ADJ
fis-3298	328	58	efrp	efrp	NOUN
fis-3298	328	59	or	or	CCONJ
fis-3298	328	60	ef	ef	VERB
fis-3298	328	61	tensile	tensile	NOUN
fis-3298	328	62	modulus	modulus	NOUN
fis-3298	328	63	of	of	ADP
fis-3298	328	64	elasticity	elasticity	NOUN
fis-3298	328	65	of	of	ADP
fis-3298	328	66	frp	frp	PROPN
fis-3298	328	67	es	es	PROPN
fis-3298	328	68	and	and	CCONJ
fis-3298	328	69	ec	ec	PROPN
fis-3298	328	70	modulus	modulus	NOUN
fis-3298	328	71	of	of	ADP
fis-3298	328	72	elasticity	elasticity	NOUN
fis-3298	328	73	of	of	ADP
fis-3298	328	74	steel	steel	NOUN
fis-3298	328	75	and	and	CCONJ
fis-3298	328	76	concrete	concrete	ADJ
fis-3298	328	77	fc	fc	PROPN
fis-3298	329	1	the	the	DET
fis-3298	329	2	compressive	compressive	ADJ
fis-3298	329	3	strength	strength	NOUN
fis-3298	329	4	of	of	ADP
fis-3298	329	5	the	the	DET
fis-3298	329	6	concrete	concrete	ADJ
fis-3298	329	7	ffe	ffe	PROPN
fis-3298	329	8	effective	effective	ADJ
fis-3298	329	9	stress	stress	NOUN
fis-3298	329	10	in	in	ADP
fis-3298	329	11	frp	frp	PROPN
fis-3298	329	12	;	;	PUNCT
fis-3298	329	13	stress	stress	NOUN
fis-3298	329	14	level	level	NOUN
fis-3298	329	15	attained	attain	VERB
fis-3298	329	16	at	at	ADP
fis-3298	329	17	section	section	NOUN
fis-3298	329	18	failure	failure	NOUN
fis-3298	329	19	fy	fy	PROPN
fis-3298	329	20	yield	yield	NOUN
fis-3298	329	21	strength	strength	NOUN
fis-3298	329	22	of	of	ADP
fis-3298	329	23	non	non	ADJ
fis-3298	329	24	-	-	ADJ
fis-3298	329	25	prestressed	prestressed	ADJ
fis-3298	329	26	steel	steel	NOUN
fis-3298	329	27	reinforcement	reinforcement	NOUN
fis-3298	329	28	cf	cf	NOUN
fis-3298	329	29	ˋ	ˋ	DET
fis-3298	329	30	compressive	compressive	ADJ
fis-3298	329	31	strength	strength	NOUN
fis-3298	329	32	of	of	ADP
fis-3298	329	33	concrete	concrete	ADJ
fis-3298	329	34	h	h	NOUN
fis-3298	329	35	overall	overall	ADJ
fis-3298	329	36	depth	depth	NOUN
fis-3298	329	37	of	of	ADP
fis-3298	329	38	the	the	DET
fis-3298	329	39	beam	beam	PROPN
fis-3298	329	40	icr	icr	PROPN
fis-3298	329	41	moment	moment	NOUN
fis-3298	329	42	of	of	ADP
fis-3298	329	43	inertia	inertia	NOUN
fis-3298	329	44	of	of	ADP
fis-3298	329	45	cracked	crack	VERB
fis-3298	329	46	section	section	NOUN
fis-3298	329	47	transformed	transform	VERB
fis-3298	329	48	to	to	ADP
fis-3298	329	49	concrete	concrete	ADJ
fis-3298	329	50	km	km	NOUN
fis-3298	329	51	bond	bond	NOUN
fis-3298	329	52	-	-	PUNCT
fis-3298	329	53	reduction	reduction	NOUN
fis-3298	329	54	coefficient	coefficient	NOUN
fis-3298	329	55	for	for	ADP
fis-3298	329	56	flexure	flexure	NOUN
fis-3298	329	57	k	k	NOUN
fis-3298	329	58	the	the	DET
fis-3298	329	59	ratio	ratio	NOUN
fis-3298	329	60	of	of	ADP
fis-3298	329	61	the	the	DET
fis-3298	329	62	depth	depth	NOUN
fis-3298	329	63	of	of	ADP
fis-3298	329	64	the	the	DET
fis-3298	329	65	neutral	neutral	ADJ
fis-3298	329	66	axis	axis	NOUN
fis-3298	329	67	to	to	ADP
fis-3298	329	68	reinforcement	reinforcement	NOUN
fis-3298	329	69	depth	depth	NOUN
fis-3298	329	70	measured	measure	VERB
fis-3298	329	71	on	on	ADP
fis-3298	329	72	the	the	DET
fis-3298	329	73	same	same	ADJ
fis-3298	329	74	side	side	NOUN
fis-3298	329	75	of	of	ADP
fis-3298	329	76	the	the	DET
fis-3298	329	77	neutral	neutral	ADJ
fis-3298	329	78	axis	axis	NOUN
fis-3298	329	79	mdl	mdl	PROPN
fis-3298	329	80	bending	bend	VERB
fis-3298	329	81	moment	moment	NOUN
fis-3298	329	82	due	due	ADP
fis-3298	329	83	to	to	ADP
fis-3298	329	84	dead	dead	ADJ
fis-3298	329	85	-	-	PUNCT
fis-3298	329	86	load	load	NOUN
fis-3298	329	87	mn	mn	PROPN
fis-3298	329	88	nominal	nominal	ADJ
fis-3298	329	89	bending	bending	NOUN
fis-3298	329	90	moment	moment	NOUN
fis-3298	329	91	n	n	DET
fis-3298	329	92	number	number	NOUN
fis-3298	329	93	of	of	ADP
fis-3298	329	94	frp	frp	PROPN
fis-3298	329	95	layers	layer	NOUN
fis-3298	329	96	tf	tf	PROPN
fis-3298	329	97	nominal	nominal	ADJ
fis-3298	329	98	thickness	thickness	NOUN
fis-3298	329	99	of	of	ADP
fis-3298	329	100	one	one	NUM
fis-3298	329	101	ply	ply	NOUN
fis-3298	329	102	of	of	ADP
fis-3298	329	103	frp	frp	PROPN
fis-3298	329	104	reinforcement	reinforcement	NOUN
fis-3298	329	105	tfrp	tfrp	PROPN
fis-3298	329	106	tensile	tensile	NOUN
fis-3298	329	107	force	force	NOUN
fis-3298	329	108	in	in	ADP
fis-3298	329	109	frp	frp	PROPN
fis-3298	329	110	ts	ts	ADP
fis-3298	329	111	tensile	tensile	PROPN
fis-3298	329	112	force	force	NOUN
fis-3298	329	113	in	in	ADP
fis-3298	329	114	steel	steel	NOUN
fis-3298	329	115	β1	β1	PROPN
fis-3298	329	116	the	the	DET
fis-3298	329	117	ratio	ratio	NOUN
fis-3298	329	118	of	of	ADP
fis-3298	329	119	the	the	DET
fis-3298	329	120	depth	depth	NOUN
fis-3298	329	121	of	of	ADP
fis-3298	329	122	equivalent	equivalent	ADJ
fis-3298	329	123	rectangular	rectangular	ADJ
fis-3298	329	124	stress	stress	NOUN
fis-3298	329	125	block	block	NOUN
fis-3298	329	126	to	to	ADP
fis-3298	329	127	the	the	DET
fis-3298	329	128	depth	depth	NOUN
fis-3298	329	129	of	of	ADP
fis-3298	329	130	neutral	neutral	ADJ
fis-3298	329	131	axis	axis	NOUN
fis-3298	329	132	εbi	εbi	ADV
fis-3298	329	133	strain	strain	NOUN
fis-3298	329	134	level	level	NOUN
fis-3298	329	135	in	in	ADP
fis-3298	329	136	the	the	DET
fis-3298	329	137	concrete	concrete	ADJ
fis-3298	329	138	substrate	substrate	NOUN
fis-3298	329	139	at	at	ADP
fis-3298	329	140	the	the	DET
fis-3298	329	141	time	time	NOUN
fis-3298	329	142	of	of	ADP
fis-3298	329	143	frp	frp	PROPN
fis-3298	329	144	installation	installation	NOUN
fis-3298	329	145	𝜀𝑐	𝜀𝑐	ADP
fis-3298	329	146	concrete	concrete	ADJ
fis-3298	329	147	compressive	compressive	ADJ
fis-3298	329	148	strain	strain	NOUN
fis-3298	329	149	εci	εci	NOUN
fis-3298	329	150	initial	initial	ADJ
fis-3298	329	151	strain	strain	NOUN
fis-3298	329	152	in	in	ADP
fis-3298	329	153	extreme	extreme	ADJ
fis-3298	329	154	compression	compression	NOUN
fis-3298	329	155	fiber	fiber	NOUN
fis-3298	329	156	εcl	εcl	ADP
fis-3298	329	157	additional	additional	ADJ
fis-3298	329	158	strain	strain	NOUN
fis-3298	329	159	in	in	ADP
fis-3298	329	160	extreme	extreme	ADJ
fis-3298	329	161	compression	compression	NOUN
fis-3298	329	162	fiber	fiber	NOUN
fis-3298	329	163	after	after	ADP
fis-3298	329	164	strengthening	strengthen	VERB
fis-3298	329	165	and	and	CCONJ
fis-3298	329	166	loading	loading	NOUN
fis-3298	329	167	εcu	εcu	NOUN
fis-3298	329	168	maximum	maximum	ADJ
fis-3298	329	169	usable	usable	ADJ
fis-3298	329	170	compressive	compressive	ADJ
fis-3298	329	171	strain	strain	NOUN
fis-3298	329	172	in	in	ADP
fis-3298	329	173	concrete	concrete	ADJ
fis-3298	329	174	ε0	ε0	NOUN
fis-3298	329	175	the	the	DET
fis-3298	329	176	corresponding	corresponding	ADJ
fis-3298	329	177	compressive	compressive	ADJ
fis-3298	329	178	strain	strain	NOUN
fis-3298	329	179	at	at	ADP
fis-3298	329	180	the	the	DET
fis-3298	329	181	compressive	compressive	ADJ
fis-3298	329	182	strength	strength	NOUN
fis-3298	329	183	εfd	εfd	NOUN
fis-3298	329	184	debonding	debonding	NOUN
fis-3298	329	185	strain	strain	NOUN
fis-3298	329	186	of	of	ADP
fis-3298	329	187	externally	externally	ADV
fis-3298	329	188	bonded	bond	VERB
fis-3298	329	189	frp	frp	PROPN
fis-3298	329	190	reinforcement	reinforcement	PROPN
fis-3298	329	191	,	,	PUNCT
fis-3298	329	192	(	(	PUNCT
fis-3298	329	193	mm	mm	PROPN
fis-3298	329	194	/	/	SYM
fis-3298	329	195	mm	mm	PROPN
fis-3298	329	196	)	)	PUNCT
fis-3298	329	197	εfe	εfe	NOUN
fis-3298	329	198	effective	effective	ADJ
fis-3298	329	199	strain	strain	NOUN
fis-3298	329	200	level	level	NOUN
fis-3298	329	201	in	in	ADP
fis-3298	329	202	frp	frp	PROPN
fis-3298	329	203	reinforcement	reinforcement	NOUN
fis-3298	329	204	;	;	PUNCT
fis-3298	329	205	strain	strain	NOUN
fis-3298	329	206	level	level	NOUN
fis-3298	329	207	attained	attain	VERB
fis-3298	329	208	at	at	ADP
fis-3298	329	209	section	section	NOUN
fis-3298	329	210	failure	failure	NOUN
fis-3298	329	211	εfrp	εfrp	PROPN
fis-3298	329	212	strain	strain	NOUN
fis-3298	329	213	level	level	NOUN
fis-3298	329	214	in	in	ADP
fis-3298	329	215	frp	frp	PROPN
fis-3298	329	216	reinforcement	reinforcement	NOUN
fis-3298	329	217	εfrpu	εfrpu	NOUN
fis-3298	329	218	strain	strain	VERB
fis-3298	329	219	in	in	ADP
fis-3298	329	220	frp	frp	PROPN
fis-3298	329	221	at	at	ADP
fis-3298	329	222	the	the	DET
fis-3298	329	223	point	point	NOUN
fis-3298	329	224	of	of	ADP
fis-3298	329	225	incipient	incipient	ADJ
fis-3298	329	226	rupture	rupture	NOUN
fis-3298	329	227	εfrpl	εfrpl	ADJ
fis-3298	329	228	additional	additional	ADJ
fis-3298	329	229	strain	strain	NOUN
fis-3298	329	230	in	in	ADP
fis-3298	329	231	extreme	extreme	ADJ
fis-3298	329	232	tension	tension	NOUN
fis-3298	329	233	fiber	fiber	NOUN
fis-3298	329	234	after	after	ADP
fis-3298	329	235	strengthening	strengthen	VERB
fis-3298	329	236	and	and	CCONJ
fis-3298	329	237	loading	loading	NOUN
fis-3298	329	238	m.	m.	NOUN
fis-3298	329	239	madqour	madqour	PROPN
fis-3298	329	240	et	et	PROPN
fis-3298	329	241	al	al	PROPN
fis-3298	329	242	,	,	PUNCT
fis-3298	329	243	frattura	frattura	PROPN
fis-3298	329	244	ed	ed	PROPN
fis-3298	329	245	integrità	integrità	PROPN
fis-3298	329	246	strutturale	strutturale	PROPN
fis-3298	329	247	,	,	PUNCT
fis-3298	329	248	59	59	NUM
fis-3298	329	249	(	(	PUNCT
fis-3298	329	250	2022	2022	NUM
fis-3298	329	251	)	)	PUNCT
fis-3298	329	252	62	62	NUM
fis-3298	329	253	-	-	SYM
fis-3298	329	254	77	77	NUM
fis-3298	329	255	;	;	PUNCT
fis-3298	329	256	doi	doi	NOUN
fis-3298	329	257	:	:	PUNCT
fis-3298	329	258	10.3221	10.3221	NUM
fis-3298	329	259	/	/	SYM
fis-3298	329	260	igf	igf	PROPN
fis-3298	329	261	-	-	PUNCT
fis-3298	329	262	esis.59.05	esis.59.05	ADJ
fis-3298	329	263	77	77	NUM
fis-3298	329	264	εfu	εfu	NOUN
fis-3298	329	265	ultimate	ultimate	ADJ
fis-3298	329	266	rupture	rupture	NOUN
fis-3298	329	267	strain	strain	NOUN
fis-3298	329	268	in	in	ADP
fis-3298	329	269	frp	frp	PROPN
fis-3298	329	270	reinforcement	reinforcement	NOUN
fis-3298	329	271	εs	εs	ADP
fis-3298	329	272	strain	strain	NOUN
fis-3298	329	273	level	level	NOUN
fis-3298	329	274	in	in	ADP
fis-3298	329	275	steel	steel	NOUN
fis-3298	329	276	reinforcement	reinforcement	NOUN
fis-3298	329	277	εsy	εsy	NOUN
fis-3298	329	278	strain	strain	VERB
fis-3298	329	279	corresponding	correspond	VERB
fis-3298	329	280	to	to	ADP
fis-3298	329	281	the	the	DET
fis-3298	329	282	yield	yield	NOUN
fis-3298	329	283	strength	strength	NOUN
fis-3298	329	284	of	of	ADP
fis-3298	329	285	steel	steel	NOUN
fis-3298	329	286	reinforcement	reinforcement	NOUN
fis-3298	329	287	εsi	εsi	NOUN
fis-3298	329	288	initial	initial	ADJ
fis-3298	329	289	strain	strain	NOUN
fis-3298	329	290	in	in	ADP
fis-3298	329	291	steel	steel	NOUN
fis-3298	329	292	reinforcement	reinforcement	NOUN
fis-3298	329	293	εsl	εsl	VERB
fis-3298	329	294	additional	additional	ADJ
fis-3298	329	295	strain	strain	NOUN
fis-3298	329	296	in	in	ADP
fis-3298	329	297	steel	steel	NOUN
fis-3298	329	298	reinforcement	reinforcement	NOUN
fis-3298	329	299	after	after	ADP
fis-3298	329	300	strengthening	strengthen	VERB
fis-3298	329	301	and	and	CCONJ
fis-3298	329	302	loading	load	VERB
fis-3298	329	303			PROPN
fis-3298	329	304	cu	cu	PROPN
fis-3298	329	305	the	the	DET
fis-3298	329	306	maximum	maximum	ADJ
fis-3298	329	307	compressive	compressive	ADJ
fis-3298	329	308	strength	strength	NOUN
fis-3298	329	309			ADP
fis-3298	329	310	f	f	PROPN
fis-3298	329	311	frp	frp	PROPN
fis-3298	329	312	reinforcement	reinforcement	NOUN
fis-3298	329	313	ratio	ratio	NOUN
fis-3298	329	314	s	s	NOUN
fis-3298	329	315	  	  	SPACE
fis-3298	329	316	the	the	DET
fis-3298	329	317	ratio	ratio	NOUN
fis-3298	329	318	of	of	ADP
fis-3298	329	319	non	non	ADJ
fis-3298	329	320	-	-	ADJ
fis-3298	329	321	prestressed	prestressed	ADJ
fis-3298	329	322	reinforcement	reinforcement	NOUN
fis-3298	329	323			NOUN
fis-3298	329	324	f	f	PROPN
fis-3298	329	325	additional	additional	ADJ
fis-3298	329	326	frp	frp	PROPN
fis-3298	329	327	strength	strength	NOUN
fis-3298	329	328	-	-	PUNCT
fis-3298	329	329	reduction	reduction	NOUN
fis-3298	329	330	factor	factor	NOUN