id	sid	tid	token	lemma	pos
fis-3076	1	1	microsoft	microsoft	PROPN
fis-3076	1	2	word	word	NOUN
fis-3076	1	3	numero_58_art_04_3076	numero_58_art_04_3076	PROPN
fis-3076	1	4	m.	m.	NOUN
fis-3076	1	5	emara	emara	VERB
fis-3076	1	6	et	et	PROPN
fis-3076	1	7	alii	alii	PROPN
fis-3076	1	8	,	,	PUNCT
fis-3076	1	9	frattura	frattura	PROPN
fis-3076	1	10	ed	ed	PROPN
fis-3076	1	11	integrità	integrità	PROPN
fis-3076	1	12	strutturale	strutturale	PROPN
fis-3076	1	13	,	,	PUNCT
fis-3076	1	14	58	58	NUM
fis-3076	1	15	(	(	PUNCT
fis-3076	1	16	2021	2021	NUM
fis-3076	1	17	)	)	PUNCT
fis-3076	1	18	48	48	NUM
fis-3076	1	19	-	-	SYM
fis-3076	1	20	64	64	NUM
fis-3076	1	21	;	;	PUNCT
fis-3076	1	22	doi	doi	NOUN
fis-3076	1	23	:	:	PUNCT
fis-3076	1	24	10.3221	10.3221	NUM
fis-3076	1	25	/	/	SYM
fis-3076	1	26	igf	igf	PROPN
fis-3076	1	27	-	-	PUNCT
fis-3076	1	28	esis.58.04	esis.58.04	PROPN
fis-3076	1	29	48	48	NUM
fis-3076	1	30	numerical	numerical	ADJ
fis-3076	1	31	assessment	assessment	NOUN
fis-3076	1	32	of	of	ADP
fis-3076	1	33	reinforced	reinforce	VERB
fis-3076	1	34	concrete	concrete	ADJ
fis-3076	1	35	beams	beam	NOUN
fis-3076	1	36	strengthened	strengthen	VERB
fis-3076	1	37	with	with	ADP
fis-3076	1	38	cfrp	cfrp	NOUN
fis-3076	1	39	sheets	sheet	NOUN
fis-3076	1	40	under	under	ADP
fis-3076	1	41	impact	impact	NOUN
fis-3076	1	42	loading	loading	NOUN
fis-3076	1	43	mohamed	mohamed	PROPN
fis-3076	1	44	emara	emara	PROPN
fis-3076	1	45	,	,	PUNCT
fis-3076	1	46	nada	nada	PROPN
fis-3076	1	47	elkomy	elkomy	NOUN
fis-3076	1	48	,	,	PUNCT
fis-3076	1	49	hilal	hilal	PROPN
fis-3076	1	50	hassan	hassan	PROPN
fis-3076	1	51	structural	structural	ADJ
fis-3076	1	52	engineering	engineering	NOUN
fis-3076	1	53	dept	dept	NOUN
fis-3076	1	54	.	.	PROPN
fis-3076	1	55	,	,	PUNCT
fis-3076	1	56	faculty	faculty	NOUN
fis-3076	1	57	of	of	ADP
fis-3076	1	58	engineering	engineering	PROPN
fis-3076	1	59	,	,	PUNCT
fis-3076	1	60	zagazig	zagazig	PROPN
fis-3076	1	61	university	university	PROPN
fis-3076	1	62	,	,	PUNCT
fis-3076	1	63	zagazig	zagazig	PROPN
fis-3076	1	64	,	,	PUNCT
fis-3076	1	65	44519	44519	NUM
fis-3076	1	66	,	,	PUNCT
fis-3076	1	67	egypt	egypt	PROPN
fis-3076	1	68	mremara@eng.zu.edu.eg	mremara@eng.zu.edu.eg	PROPN
fis-3076	1	69	,	,	PUNCT
fis-3076	1	70	http://orcid.org/0000-0003-4936-5257	http://orcid.org/0000-0003-4936-5257	NOUN
fis-3076	1	71	nadaelkomy16@gmail.com	nadaelkomy16@gmail.com	PROPN
fis-3076	1	72	habdelkader@zu.edu.eg	habdelkader@zu.edu.eg	PROPN
fis-3076	1	73	,	,	PUNCT
fis-3076	1	74	http://orcid.org/0000-0001-5486-5497	http://orcid.org/0000-0001-5486-5497	NOUN
fis-3076	1	75	abstract	abstract	NOUN
fis-3076	1	76	.	.	PUNCT
fis-3076	2	1	this	this	DET
fis-3076	2	2	paper	paper	NOUN
fis-3076	2	3	investigates	investigate	VERB
fis-3076	2	4	numerically	numerically	ADV
fis-3076	2	5	the	the	DET
fis-3076	2	6	behavior	behavior	NOUN
fis-3076	2	7	of	of	ADP
fis-3076	2	8	reinforced	reinforce	VERB
fis-3076	2	9	concrete	concrete	NOUN
fis-3076	2	10	(	(	PUNCT
fis-3076	2	11	rc	rc	NOUN
fis-3076	2	12	)	)	PUNCT
fis-3076	2	13	beams	beam	NOUN
fis-3076	2	14	,	,	PUNCT
fis-3076	2	15	strengthened	strengthen	VERB
fis-3076	2	16	using	use	VERB
fis-3076	2	17	carbon	carbon	NOUN
fis-3076	2	18	fiber	fiber	NOUN
fis-3076	2	19	reinforced	reinforce	VERB
fis-3076	2	20	polymers	polymer	NOUN
fis-3076	2	21	(	(	PUNCT
fis-3076	2	22	cfrp	cfrp	NOUN
fis-3076	2	23	)	)	PUNCT
fis-3076	2	24	sheets	sheet	NOUN
fis-3076	2	25	,	,	PUNCT
fis-3076	2	26	subjected	subject	VERB
fis-3076	2	27	to	to	ADP
fis-3076	2	28	impact	impact	NOUN
fis-3076	2	29	loading	loading	NOUN
fis-3076	2	30	.	.	PUNCT
fis-3076	3	1	three	three	NUM
fis-3076	3	2	-	-	PUNCT
fis-3076	3	3	dimensional	dimensional	ADJ
fis-3076	3	4	finite	finite	ADJ
fis-3076	3	5	element	element	NOUN
fis-3076	3	6	analysis	analysis	NOUN
fis-3076	3	7	was	be	AUX
fis-3076	3	8	performed	perform	VERB
fis-3076	3	9	and	and	CCONJ
fis-3076	3	10	its	its	PRON
fis-3076	3	11	results	result	NOUN
fis-3076	3	12	were	be	AUX
fis-3076	3	13	verified	verify	VERB
fis-3076	3	14	against	against	ADP
fis-3076	3	15	experimental	experimental	ADJ
fis-3076	3	16	ones	one	NOUN
fis-3076	3	17	available	available	ADJ
fis-3076	3	18	in	in	ADP
fis-3076	3	19	the	the	DET
fis-3076	3	20	literature	literature	NOUN
fis-3076	3	21	showing	show	VERB
fis-3076	3	22	good	good	ADJ
fis-3076	3	23	agreement	agreement	NOUN
fis-3076	3	24	.	.	PUNCT
fis-3076	4	1	then	then	ADV
fis-3076	4	2	,	,	PUNCT
fis-3076	4	3	a	a	DET
fis-3076	4	4	comprehensive	comprehensive	ADJ
fis-3076	4	5	parametric	parametric	ADJ
fis-3076	4	6	study	study	NOUN
fis-3076	4	7	was	be	AUX
fis-3076	4	8	performed	perform	VERB
fis-3076	4	9	to	to	PART
fis-3076	4	10	investigate	investigate	VERB
fis-3076	4	11	the	the	DET
fis-3076	4	12	effect	effect	NOUN
fis-3076	4	13	of	of	ADP
fis-3076	4	14	studied	study	VERB
fis-3076	4	15	parameters	parameter	NOUN
fis-3076	4	16	on	on	ADP
fis-3076	4	17	the	the	DET
fis-3076	4	18	strengthened	strengthened	ADJ
fis-3076	4	19	rc	rc	PROPN
fis-3076	4	20	beams	beam	NOUN
fis-3076	4	21	.	.	PUNCT
fis-3076	5	1	the	the	DET
fis-3076	5	2	main	main	ADJ
fis-3076	5	3	studied	studied	ADJ
fis-3076	5	4	parameters	parameter	NOUN
fis-3076	5	5	were	be	AUX
fis-3076	5	6	the	the	DET
fis-3076	5	7	type	type	NOUN
fis-3076	5	8	and	and	CCONJ
fis-3076	5	9	size	size	NOUN
fis-3076	5	10	of	of	ADP
fis-3076	5	11	reinforcing	reinforce	VERB
fis-3076	5	12	bars	bar	NOUN
fis-3076	5	13	,	,	PUNCT
fis-3076	5	14	geometric	geometric	ADJ
fis-3076	5	15	characteristics	characteristic	NOUN
fis-3076	5	16	of	of	ADP
fis-3076	5	17	externally	externally	ADV
fis-3076	5	18	bonded	bond	VERB
fis-3076	5	19	cfrp	cfrp	NOUN
fis-3076	5	20	sheets	sheet	NOUN
fis-3076	5	21	(	(	PUNCT
fis-3076	5	22	width	width	ADJ
fis-3076	5	23	,	,	PUNCT
fis-3076	5	24	length	length	NOUN
fis-3076	5	25	,	,	PUNCT
fis-3076	5	26	and	and	CCONJ
fis-3076	5	27	thickness	thickness	NOUN
fis-3076	5	28	)	)	PUNCT
fis-3076	5	29	,	,	PUNCT
fis-3076	5	30	impact	impact	NOUN
fis-3076	5	31	velocity	velocity	NOUN
fis-3076	5	32	,	,	PUNCT
fis-3076	5	33	and	and	CCONJ
fis-3076	5	34	the	the	DET
fis-3076	5	35	position	position	NOUN
fis-3076	5	36	of	of	ADP
fis-3076	5	37	the	the	DET
fis-3076	5	38	impactor	impactor	NOUN
fis-3076	5	39	with	with	ADP
fis-3076	5	40	respect	respect	NOUN
fis-3076	5	41	to	to	ADP
fis-3076	5	42	the	the	DET
fis-3076	5	43	beam	beam	NOUN
fis-3076	5	44	.	.	PUNCT
fis-3076	6	1	results	result	NOUN
fis-3076	6	2	showed	show	VERB
fis-3076	6	3	that	that	SCONJ
fis-3076	6	4	the	the	DET
fis-3076	6	5	use	use	NOUN
fis-3076	6	6	of	of	ADP
fis-3076	6	7	externally	externally	ADV
fis-3076	6	8	bonded	bond	VERB
fis-3076	6	9	cfrp	cfrp	NOUN
fis-3076	6	10	sheets	sheet	NOUN
fis-3076	6	11	enhanced	enhance	VERB
fis-3076	6	12	the	the	DET
fis-3076	6	13	beam	beam	NOUN
fis-3076	6	14	capacity	capacity	NOUN
fis-3076	6	15	and	and	CCONJ
fis-3076	6	16	failure	failure	NOUN
fis-3076	6	17	mode	mode	NOUN
fis-3076	6	18	,	,	PUNCT
fis-3076	6	19	and	and	CCONJ
fis-3076	6	20	reduced	reduce	VERB
fis-3076	6	21	the	the	DET
fis-3076	6	22	mid	mid	ADJ
fis-3076	6	23	-	-	ADJ
fis-3076	6	24	span	span	NOUN
fis-3076	6	25	deflection	deflection	NOUN
fis-3076	6	26	.	.	PUNCT
fis-3076	7	1	on	on	ADP
fis-3076	7	2	the	the	DET
fis-3076	7	3	other	other	ADJ
fis-3076	7	4	hand	hand	NOUN
fis-3076	7	5	,	,	PUNCT
fis-3076	7	6	increasing	increase	VERB
fis-3076	7	7	the	the	DET
fis-3076	7	8	impact	impact	NOUN
fis-3076	7	9	velocity	velocity	NOUN
fis-3076	7	10	increased	increase	VERB
fis-3076	7	11	the	the	DET
fis-3076	7	12	mid	mid	ADJ
fis-3076	7	13	-	-	ADJ
fis-3076	7	14	span	span	ADJ
fis-3076	7	15	displacement	displacement	NOUN
fis-3076	7	16	,	,	PUNCT
fis-3076	7	17	however	however	ADV
fis-3076	7	18	,	,	PUNCT
fis-3076	7	19	the	the	DET
fis-3076	7	20	use	use	NOUN
fis-3076	7	21	of	of	ADP
fis-3076	7	22	cfrp	cfrp	NOUN
fis-3076	7	23	bars	bar	NOUN
fis-3076	7	24	as	as	ADP
fis-3076	7	25	internal	internal	ADJ
fis-3076	7	26	reinforcement	reinforcement	NOUN
fis-3076	7	27	could	could	AUX
fis-3076	7	28	reduce	reduce	VERB
fis-3076	7	29	the	the	DET
fis-3076	7	30	increase	increase	NOUN
fis-3076	7	31	in	in	ADP
fis-3076	7	32	the	the	DET
fis-3076	7	33	deflection	deflection	NOUN
fis-3076	7	34	.	.	PUNCT
fis-3076	8	1	moreover	moreover	ADV
fis-3076	8	2	,	,	PUNCT
fis-3076	8	3	changing	change	VERB
fis-3076	8	4	the	the	DET
fis-3076	8	5	position	position	NOUN
fis-3076	8	6	of	of	ADP
fis-3076	8	7	the	the	DET
fis-3076	8	8	impact	impact	NOUN
fis-3076	8	9	load	load	NOUN
fis-3076	8	10	application	application	NOUN
fis-3076	8	11	showed	show	VERB
fis-3076	8	12	a	a	DET
fis-3076	8	13	significant	significant	ADJ
fis-3076	8	14	effect	effect	NOUN
fis-3076	8	15	on	on	ADP
fis-3076	8	16	the	the	DET
fis-3076	8	17	mid	mid	ADJ
fis-3076	8	18	-	-	ADJ
fis-3076	8	19	span	span	NOUN
fis-3076	8	20	displacement	displacement	NOUN
fis-3076	8	21	as	as	ADV
fis-3076	8	22	well	well	ADV
fis-3076	8	23	as	as	ADP
fis-3076	8	24	the	the	DET
fis-3076	8	25	failure	failure	NOUN
fis-3076	8	26	mode	mode	NOUN
fis-3076	8	27	of	of	ADP
fis-3076	8	28	tested	test	VERB
fis-3076	8	29	beams	beam	NOUN
fis-3076	8	30	.	.	PUNCT
fis-3076	9	1	keywords	keyword	NOUN
fis-3076	9	2	.	.	PUNCT
fis-3076	10	1	concrete	concrete	ADJ
fis-3076	10	2	;	;	PUNCT
fis-3076	10	3	rc	rc	PROPN
fis-3076	10	4	beams	beam	NOUN
fis-3076	10	5	;	;	PUNCT
fis-3076	10	6	finite	finite	NOUN
fis-3076	10	7	element	element	NOUN
fis-3076	10	8	;	;	PUNCT
fis-3076	10	9	carbon	carbon	NOUN
fis-3076	10	10	fiber	fiber	NOUN
fis-3076	10	11	reinforced	reinforce	VERB
fis-3076	10	12	polymers	polymer	NOUN
fis-3076	10	13	;	;	PUNCT
fis-3076	10	14	impact	impact	NOUN
fis-3076	10	15	.	.	PUNCT
fis-3076	11	1	citation	citation	NOUN
fis-3076	11	2	:	:	PUNCT
fis-3076	11	3	emara	emara	ADJ
fis-3076	11	4	,	,	PUNCT
fis-3076	11	5	m.	m.	NOUN
fis-3076	11	6	,	,	PUNCT
fis-3076	11	7	elkomy	elkomy	NOUN
fis-3076	11	8	,	,	PUNCT
fis-3076	11	9	n.	n.	NOUN
fis-3076	11	10	,	,	PUNCT
fis-3076	11	11	hassan	hassan	PROPN
fis-3076	11	12	,	,	PUNCT
fis-3076	11	13	h.	h.	PROPN
fis-3076	11	14	,	,	PUNCT
fis-3076	11	15	numerical	numerical	ADJ
fis-3076	11	16	assessment	assessment	NOUN
fis-3076	11	17	of	of	ADP
fis-3076	11	18	reinforced	reinforce	VERB
fis-3076	11	19	concrete	concrete	ADJ
fis-3076	11	20	beams	beam	NOUN
fis-3076	11	21	strengthened	strengthen	VERB
fis-3076	11	22	with	with	ADP
fis-3076	11	23	cfrp	cfrp	NOUN
fis-3076	11	24	sheets	sheet	NOUN
fis-3076	11	25	under	under	ADP
fis-3076	11	26	impact	impact	NOUN
fis-3076	11	27	loading	loading	NOUN
fis-3076	11	28	,	,	PUNCT
fis-3076	11	29	frattura	frattura	NOUN
fis-3076	11	30	ed	ed	PROPN
fis-3076	11	31	integrità	integrità	PROPN
fis-3076	11	32	strutturale	strutturale	PROPN
fis-3076	11	33	,	,	PUNCT
fis-3076	11	34	58	58	NUM
fis-3076	11	35	(	(	PUNCT
fis-3076	11	36	2021	2021	NUM
fis-3076	11	37	)	)	PUNCT
fis-3076	11	38	48	48	NUM
fis-3076	11	39	-	-	SYM
fis-3076	11	40	64	64	NUM
fis-3076	11	41	.	.	PUNCT
fis-3076	12	1	received	receive	VERB
fis-3076	12	2	:	:	PUNCT
fis-3076	12	3	16.04.2021	16.04.2021	NUM
fis-3076	12	4	accepted	accept	VERB
fis-3076	12	5	:	:	PUNCT
fis-3076	12	6	11.07.2021	11.07.2021	NUM
fis-3076	12	7	published	publish	VERB
fis-3076	12	8	:	:	PUNCT
fis-3076	12	9	01.10.2021	01.10.2021	NUM
fis-3076	13	1	copyright	copyright	NOUN
fis-3076	13	2	:	:	PUNCT
fis-3076	13	3	©	©	PROPN
fis-3076	13	4	2021	2021	NUM
fis-3076	13	5	this	this	PRON
fis-3076	13	6	is	be	AUX
fis-3076	13	7	an	an	DET
fis-3076	13	8	open	open	ADJ
fis-3076	13	9	access	access	NOUN
fis-3076	13	10	article	article	NOUN
fis-3076	13	11	under	under	ADP
fis-3076	13	12	the	the	DET
fis-3076	13	13	terms	term	NOUN
fis-3076	13	14	of	of	ADP
fis-3076	13	15	the	the	DET
fis-3076	13	16	cc	cc	NOUN
fis-3076	13	17	-	-	PUNCT
fis-3076	13	18	by	by	ADP
fis-3076	13	19	4.0	4.0	NUM
fis-3076	13	20	,	,	PUNCT
fis-3076	13	21	which	which	PRON
fis-3076	13	22	permits	permit	VERB
fis-3076	13	23	unrestricted	unrestricted	ADJ
fis-3076	13	24	use	use	NOUN
fis-3076	13	25	,	,	PUNCT
fis-3076	13	26	distribution	distribution	NOUN
fis-3076	13	27	,	,	PUNCT
fis-3076	13	28	and	and	CCONJ
fis-3076	13	29	reproduction	reproduction	NOUN
fis-3076	13	30	in	in	ADP
fis-3076	13	31	any	any	DET
fis-3076	13	32	medium	medium	NOUN
fis-3076	13	33	,	,	PUNCT
fis-3076	13	34	provided	provide	VERB
fis-3076	13	35	the	the	DET
fis-3076	13	36	original	original	ADJ
fis-3076	13	37	author	author	NOUN
fis-3076	13	38	and	and	CCONJ
fis-3076	13	39	source	source	NOUN
fis-3076	13	40	are	be	AUX
fis-3076	13	41	credited	credit	VERB
fis-3076	13	42	.	.	PUNCT
fis-3076	14	1	introduction	introduction	NOUN
fis-3076	14	2	mpact	mpact	PROPN
fis-3076	14	3	loading	loading	NOUN
fis-3076	14	4	research	research	NOUN
fis-3076	14	5	has	have	VERB
fis-3076	14	6	significant	significant	ADJ
fis-3076	14	7	civil	civil	ADJ
fis-3076	14	8	engineering	engineering	NOUN
fis-3076	14	9	applications	application	NOUN
fis-3076	14	10	,	,	PUNCT
fis-3076	14	11	such	such	ADJ
fis-3076	14	12	as	as	ADP
fis-3076	14	13	crash	crash	NOUN
fis-3076	14	14	barrier	barrier	NOUN
fis-3076	14	15	design	design	NOUN
fis-3076	14	16	,	,	PUNCT
fis-3076	14	17	structural	structural	ADJ
fis-3076	14	18	impact	impact	NOUN
fis-3076	14	19	resistance	resistance	NOUN
fis-3076	14	20	design	design	NOUN
fis-3076	14	21	toward	toward	ADP
fis-3076	14	22	military	military	ADJ
fis-3076	14	23	and	and	CCONJ
fis-3076	14	24	terrorist	terrorist	ADJ
fis-3076	14	25	attack	attack	NOUN
fis-3076	14	26	,	,	PUNCT
fis-3076	14	27	rock	rock	NOUN
fis-3076	14	28	fall	fall	NOUN
fis-3076	14	29	,	,	PUNCT
fis-3076	14	30	vehicle	vehicle	NOUN
fis-3076	14	31	collision	collision	NOUN
fis-3076	14	32	,	,	PUNCT
fis-3076	14	33	inadvertently	inadvertently	ADV
fis-3076	14	34	dropping	drop	VERB
fis-3076	14	35	heavy	heavy	ADJ
fis-3076	14	36	objects	object	NOUN
fis-3076	14	37	on	on	ADP
fis-3076	14	38	buildings	building	NOUN
fis-3076	14	39	,	,	PUNCT
fis-3076	14	40	marine	marine	ADJ
fis-3076	14	41	buildings	building	NOUN
fis-3076	14	42	impact	impact	VERB
fis-3076	14	43	resistance	resistance	NOUN
fis-3076	14	44	design	design	NOUN
fis-3076	14	45	,	,	PUNCT
fis-3076	14	46	and	and	CCONJ
fis-3076	14	47	blonde	blonde	ADJ
fis-3076	14	48	fence	fence	NOUN
fis-3076	14	49	design	design	NOUN
fis-3076	14	50	.	.	PUNCT
fis-3076	15	1	nowadays	nowadays	ADV
fis-3076	15	2	,	,	PUNCT
fis-3076	15	3	fiber	fiber	NOUN
fis-3076	15	4	reinforced	reinforce	VERB
fis-3076	15	5	polymers	polymer	NOUN
fis-3076	15	6	(	(	PUNCT
fis-3076	15	7	frp	frp	PROPN
fis-3076	15	8	)	)	PUNCT
fis-3076	15	9	materials	material	NOUN
fis-3076	15	10	are	be	AUX
fis-3076	15	11	being	be	AUX
fis-3076	15	12	widely	widely	ADV
fis-3076	15	13	used	use	VERB
fis-3076	15	14	in	in	ADP
fis-3076	15	15	strengthening	strengthen	VERB
fis-3076	15	16	and	and	CCONJ
fis-3076	15	17	retrofitting	retrofit	VERB
fis-3076	15	18	reinforced	reinforce	VERB
fis-3076	15	19	concrete	concrete	NOUN
fis-3076	15	20	(	(	PUNCT
fis-3076	15	21	rc	rc	NOUN
fis-3076	15	22	)	)	PUNCT
fis-3076	15	23	structures	structure	NOUN
fis-3076	15	24	due	due	ADJ
fis-3076	15	25	i	i	PRON
fis-3076	15	26	https://youtu.be/mi9dpggvt6u	https://youtu.be/mi9dpggvt6u	PROPN
fis-3076	15	27	m.	m.	NOUN
fis-3076	15	28	emara	emara	VERB
fis-3076	15	29	et	et	PROPN
fis-3076	15	30	alii	alii	PROPN
fis-3076	15	31	,	,	PUNCT
fis-3076	15	32	frattura	frattura	PROPN
fis-3076	15	33	ed	ed	PROPN
fis-3076	15	34	integrità	integrità	PROPN
fis-3076	15	35	strutturale	strutturale	PROPN
fis-3076	15	36	,	,	PUNCT
fis-3076	15	37	58	58	NUM
fis-3076	15	38	(	(	PUNCT
fis-3076	15	39	2021	2021	NUM
fis-3076	15	40	)	)	PUNCT
fis-3076	15	41	48	48	NUM
fis-3076	15	42	-	-	SYM
fis-3076	15	43	64	64	NUM
fis-3076	15	44	;	;	PUNCT
fis-3076	15	45	doi	doi	NOUN
fis-3076	15	46	:	:	PUNCT
fis-3076	15	47	10.3221	10.3221	NUM
fis-3076	15	48	/	/	SYM
fis-3076	15	49	igf	igf	PROPN
fis-3076	15	50	-	-	ADJ
fis-3076	15	51	esis.58.04	esis.58.04	PROPN
fis-3076	15	52	49	49	NUM
fis-3076	15	53	to	to	ADP
fis-3076	15	54	several	several	ADJ
fis-3076	15	55	advantages	advantage	NOUN
fis-3076	15	56	they	they	PRON
fis-3076	15	57	provide	provide	VERB
fis-3076	15	58	over	over	ADP
fis-3076	15	59	the	the	DET
fis-3076	15	60	traditional	traditional	ADJ
fis-3076	15	61	steel	steel	NOUN
fis-3076	15	62	plates	plate	NOUN
fis-3076	15	63	,	,	PUNCT
fis-3076	15	64	such	such	ADJ
fis-3076	15	65	as	as	ADP
fis-3076	15	66	high	high	ADJ
fis-3076	15	67	tensile	tensile	NOUN
fis-3076	15	68	strength	strength	NOUN
fis-3076	15	69	,	,	PUNCT
fis-3076	15	70	high	high	ADJ
fis-3076	15	71	corrosion	corrosion	NOUN
fis-3076	15	72	resistance	resistance	NOUN
fis-3076	15	73	,	,	PUNCT
fis-3076	15	74	ease	ease	NOUN
fis-3076	15	75	of	of	ADP
fis-3076	15	76	use	use	NOUN
fis-3076	15	77	and	and	CCONJ
fis-3076	15	78	low	low	ADJ
fis-3076	15	79	cost	cost	NOUN
fis-3076	16	1	[	[	X
fis-3076	16	2	1	1	NUM
fis-3076	16	3	-	-	SYM
fis-3076	16	4	3	3	NUM
fis-3076	16	5	]	]	PUNCT
fis-3076	16	6	.	.	PUNCT
fis-3076	17	1	the	the	DET
fis-3076	17	2	utility	utility	NOUN
fis-3076	17	3	of	of	ADP
fis-3076	17	4	using	use	VERB
fis-3076	17	5	frp	frp	PROPN
fis-3076	17	6	for	for	ADP
fis-3076	17	7	strength	strength	NOUN
fis-3076	17	8	beams	beam	NOUN
fis-3076	17	9	subjected	subject	VERB
fis-3076	17	10	to	to	ADP
fis-3076	17	11	static	static	ADJ
fis-3076	17	12	loads	load	NOUN
fis-3076	17	13	has	have	AUX
fis-3076	17	14	been	be	AUX
fis-3076	17	15	extensively	extensively	ADV
fis-3076	17	16	studied	study	VERB
fis-3076	17	17	,	,	PUNCT
fis-3076	17	18	although	although	SCONJ
fis-3076	17	19	minimal	minimal	ADJ
fis-3076	17	20	studies	study	NOUN
fis-3076	17	21	have	have	AUX
fis-3076	17	22	been	be	AUX
fis-3076	17	23	identified	identify	VERB
fis-3076	17	24	to	to	PART
fis-3076	17	25	strengthen	strengthen	VERB
fis-3076	17	26	carbon	carbon	NOUN
fis-3076	17	27	frp	frp	PROPN
fis-3076	17	28	(	(	PUNCT
fis-3076	17	29	cfrp	cfrp	PROPN
fis-3076	17	30	)	)	PUNCT
fis-3076	17	31	for	for	ADP
fis-3076	17	32	beams	beam	NOUN
fis-3076	17	33	subjected	subject	VERB
fis-3076	17	34	to	to	AUX
fis-3076	17	35	impact	impact	NOUN
fis-3076	17	36	loads	load	NOUN
fis-3076	18	1	[	[	X
fis-3076	18	2	4	4	NUM
fis-3076	18	3	-	-	SYM
fis-3076	18	4	6	6	NUM
fis-3076	18	5	]	]	PUNCT
fis-3076	18	6	.	.	PUNCT
fis-3076	19	1	many	many	ADJ
fis-3076	19	2	studies	study	NOUN
fis-3076	19	3	had	have	AUX
fis-3076	19	4	investigated	investigate	VERB
fis-3076	19	5	experimentally	experimentally	ADV
fis-3076	19	6	and	and	CCONJ
fis-3076	19	7	analytically	analytically	ADV
fis-3076	19	8	the	the	DET
fis-3076	19	9	dynamic	dynamic	ADJ
fis-3076	19	10	response	response	NOUN
fis-3076	19	11	of	of	ADP
fis-3076	19	12	rc	rc	PROPN
fis-3076	19	13	beams	beam	NOUN
fis-3076	19	14	under	under	ADP
fis-3076	19	15	impact	impact	NOUN
fis-3076	19	16	load	load	NOUN
fis-3076	19	17	.	.	PUNCT
fis-3076	20	1	the	the	DET
fis-3076	20	2	dynamic	dynamic	ADJ
fis-3076	20	3	response	response	NOUN
fis-3076	20	4	to	to	ADP
fis-3076	20	5	the	the	DET
fis-3076	20	6	impact	impact	NOUN
fis-3076	20	7	load	load	NOUN
fis-3076	20	8	of	of	ADP
fis-3076	20	9	rc	rc	PROPN
fis-3076	20	10	beams	beam	NOUN
fis-3076	20	11	was	be	AUX
fis-3076	20	12	tested	test	VERB
fis-3076	20	13	experimentally	experimentally	ADV
fis-3076	20	14	and	and	CCONJ
fis-3076	20	15	analytically	analytically	ADV
fis-3076	20	16	by	by	ADP
fis-3076	20	17	fujikake	fujikake	NOUN
fis-3076	20	18	et	et	PROPN
fis-3076	20	19	al	al	PROPN
fis-3076	20	20	.	.	PUNCT
fis-3076	21	1	[	[	X
fis-3076	21	2	7	7	NUM
fis-3076	21	3	]	]	PUNCT
fis-3076	21	4	.	.	PUNCT
fis-3076	22	1	twelve	twelve	NUM
fis-3076	22	2	rc	rc	PROPN
fis-3076	22	3	beams	beam	NOUN
fis-3076	22	4	had	have	AUX
fis-3076	22	5	been	be	AUX
fis-3076	22	6	tested	test	VERB
fis-3076	22	7	under	under	ADP
fis-3076	22	8	the	the	DET
fis-3076	22	9	drop	drop	NOUN
fis-3076	22	10	weight	weight	NOUN
fis-3076	22	11	induced	induce	VERB
fis-3076	22	12	impact	impact	NOUN
fis-3076	22	13	load	load	NOUN
fis-3076	22	14	.	.	PUNCT
fis-3076	23	1	the	the	DET
fis-3076	23	2	influence	influence	NOUN
fis-3076	23	3	of	of	ADP
fis-3076	23	4	the	the	DET
fis-3076	23	5	weight	weight	NOUN
fis-3076	23	6	drop	drop	NOUN
fis-3076	23	7	height	height	NOUN
fis-3076	23	8	and	and	CCONJ
fis-3076	23	9	the	the	DET
fis-3076	23	10	amount	amount	NOUN
fis-3076	23	11	of	of	ADP
fis-3076	23	12	longitudinal	longitudinal	ADJ
fis-3076	23	13	reinforcing	reinforce	VERB
fis-3076	23	14	steel	steel	NOUN
fis-3076	23	15	in	in	ADP
fis-3076	23	16	the	the	DET
fis-3076	23	17	beam	beam	NOUN
fis-3076	23	18	on	on	ADP
fis-3076	23	19	the	the	DET
fis-3076	23	20	dynamic	dynamic	ADJ
fis-3076	23	21	response	response	NOUN
fis-3076	23	22	of	of	ADP
fis-3076	23	23	rc	rc	PROPN
fis-3076	23	24	beams	beam	NOUN
fis-3076	23	25	were	be	AUX
fis-3076	23	26	the	the	DET
fis-3076	23	27	main	main	ADJ
fis-3076	23	28	parameters	parameter	NOUN
fis-3076	23	29	of	of	ADP
fis-3076	23	30	the	the	DET
fis-3076	23	31	study	study	NOUN
fis-3076	23	32	.	.	PUNCT
fis-3076	24	1	the	the	DET
fis-3076	24	2	results	result	NOUN
fis-3076	24	3	showed	show	VERB
fis-3076	24	4	that	that	SCONJ
fis-3076	24	5	the	the	DET
fis-3076	24	6	local	local	ADJ
fis-3076	24	7	failure	failure	NOUN
fis-3076	24	8	was	be	AUX
fis-3076	24	9	minimized	minimize	VERB
fis-3076	24	10	by	by	ADP
fis-3076	24	11	raising	raise	VERB
fis-3076	24	12	the	the	DET
fis-3076	24	13	longitudinal	longitudinal	ADJ
fis-3076	24	14	steel	steel	NOUN
fis-3076	24	15	reinforcement	reinforcement	NOUN
fis-3076	24	16	.	.	PUNCT
fis-3076	25	1	moreover	moreover	ADV
fis-3076	25	2	,	,	PUNCT
fis-3076	25	3	the	the	DET
fis-3076	25	4	amount	amount	NOUN
fis-3076	25	5	of	of	ADP
fis-3076	25	6	bottom	bottom	ADJ
fis-3076	25	7	longitudinal	longitudinal	ADJ
fis-3076	25	8	steel	steel	NOUN
fis-3076	25	9	reinforcement	reinforcement	NOUN
fis-3076	25	10	influenced	influence	VERB
fis-3076	25	11	the	the	DET
fis-3076	25	12	local	local	ADJ
fis-3076	25	13	damage	damage	NOUN
fis-3076	25	14	close	close	ADV
fis-3076	25	15	to	to	ADP
fis-3076	25	16	the	the	DET
fis-3076	25	17	impact	impact	NOUN
fis-3076	25	18	point	point	NOUN
fis-3076	25	19	.	.	PUNCT
fis-3076	26	1	for	for	ADP
fis-3076	26	2	rc	rc	PROPN
fis-3076	26	3	beams	beam	NOUN
fis-3076	26	4	failing	fail	VERB
fis-3076	26	5	in	in	ADP
fis-3076	26	6	flexure	flexure	NOUN
fis-3076	26	7	,	,	PUNCT
fis-3076	26	8	a	a	DET
fis-3076	26	9	strong	strong	ADJ
fis-3076	26	10	agreement	agreement	NOUN
fis-3076	26	11	between	between	ADP
fis-3076	26	12	experimental	experimental	ADJ
fis-3076	26	13	and	and	CCONJ
fis-3076	26	14	analytical	analytical	ADJ
fis-3076	26	15	results	result	NOUN
fis-3076	26	16	was	be	AUX
fis-3076	26	17	observed	observe	VERB
fis-3076	26	18	.	.	PUNCT
fis-3076	27	1	the	the	DET
fis-3076	27	2	impact	impact	NOUN
fis-3076	27	3	behavior	behavior	NOUN
fis-3076	27	4	of	of	ADP
fis-3076	27	5	frp	frp	PROPN
fis-3076	27	6	-	-	PUNCT
fis-3076	27	7	strengthened	strengthen	VERB
fis-3076	27	8	rc	rc	NOUN
fis-3076	27	9	beams	beam	NOUN
fis-3076	27	10	without	without	ADP
fis-3076	27	11	stirrups	stirrup	NOUN
fis-3076	27	12	was	be	AUX
fis-3076	27	13	studied	study	VERB
fis-3076	27	14	by	by	ADP
fis-3076	27	15	pham	pham	PROPN
fis-3076	27	16	and	and	CCONJ
fis-3076	27	17	hao	hao	PROPN
fis-3076	28	1	[	[	X
fis-3076	28	2	8	8	NUM
fis-3076	28	3	]	]	PUNCT
fis-3076	28	4	.	.	PUNCT
fis-3076	29	1	the	the	DET
fis-3076	29	2	author	author	NOUN
fis-3076	29	3	performed	perform	VERB
fis-3076	29	4	dropweight	dropweight	ADJ
fis-3076	29	5	testing	testing	NOUN
fis-3076	29	6	on	on	ADP
fis-3076	29	7	thirteen	thirteen	NUM
fis-3076	29	8	beams	beam	NOUN
fis-3076	29	9	that	that	PRON
fis-3076	29	10	had	have	AUX
fis-3076	29	11	been	be	AUX
fis-3076	29	12	wrapped	wrap	VERB
fis-3076	29	13	in	in	ADP
fis-3076	29	14	different	different	ADJ
fis-3076	29	15	ways	way	NOUN
fis-3076	29	16	to	to	PART
fis-3076	29	17	strengthen	strengthen	VERB
fis-3076	29	18	them	they	PRON
fis-3076	29	19	in	in	ADP
fis-3076	29	20	shear	shear	NOUN
fis-3076	29	21	.	.	PUNCT
fis-3076	30	1	experimental	experimental	ADJ
fis-3076	30	2	results	result	NOUN
fis-3076	30	3	showed	show	VERB
fis-3076	30	4	the	the	DET
fis-3076	30	5	possibility	possibility	NOUN
fis-3076	30	6	of	of	ADP
fis-3076	30	7	estimating	estimate	VERB
fis-3076	30	8	the	the	DET
fis-3076	30	9	frp	frp	PROPN
fis-3076	30	10	contribution	contribution	NOUN
fis-3076	30	11	to	to	ADP
fis-3076	30	12	shear	shear	NOUN
fis-3076	30	13	strength	strength	NOUN
fis-3076	30	14	with	with	ADP
fis-3076	30	15	fair	fair	ADJ
fis-3076	30	16	precision	precision	NOUN
fis-3076	30	17	by	by	ADP
fis-3076	30	18	the	the	DET
fis-3076	30	19	method	method	NOUN
fis-3076	30	20	recommended	recommend	VERB
fis-3076	30	21	by	by	ADP
fis-3076	30	22	aci	aci	PROPN
fis-3076	30	23	440.2r-08	440.2r-08	PROPN
fis-3076	30	24	[	[	X
fis-3076	30	25	9	9	NUM
fis-3076	30	26	]	]	PUNCT
fis-3076	30	27	.	.	PUNCT
fis-3076	31	1	however	however	ADV
fis-3076	31	2	,	,	PUNCT
fis-3076	31	3	under	under	ADP
fis-3076	31	4	impact	impact	NOUN
fis-3076	31	5	loads	load	NOUN
fis-3076	31	6	,	,	PUNCT
fis-3076	31	7	the	the	DET
fis-3076	31	8	frp	frp	PROPN
fis-3076	31	9	debonding	debonding	NOUN
fis-3076	31	10	strain	strain	NOUN
fis-3076	31	11	is	be	AUX
fis-3076	31	12	significantly	significantly	ADV
fis-3076	31	13	lower	low	ADJ
fis-3076	31	14	than	than	ADP
fis-3076	31	15	that	that	PRON
fis-3076	31	16	under	under	ADP
fis-3076	31	17	quasistatic	quasistatic	ADJ
fis-3076	31	18	loads	load	NOUN
fis-3076	31	19	.	.	PUNCT
fis-3076	32	1	therefore	therefore	ADV
fis-3076	32	2	,	,	PUNCT
fis-3076	32	3	to	to	PART
fis-3076	32	4	achieve	achieve	VERB
fis-3076	32	5	better	well	ADJ
fis-3076	32	6	estimations	estimation	NOUN
fis-3076	32	7	,	,	PUNCT
fis-3076	32	8	actual	actual	ADJ
fis-3076	32	9	debonding	debonding	NOUN
fis-3076	32	10	strains	strain	NOUN
fis-3076	32	11	of	of	ADP
fis-3076	32	12	frp	frp	PROPN
fis-3076	32	13	were	be	AUX
fis-3076	32	14	recommended	recommend	VERB
fis-3076	32	15	for	for	ADP
fis-3076	32	16	impact	impact	NOUN
fis-3076	32	17	loads	load	NOUN
fis-3076	32	18	.	.	PUNCT
fis-3076	33	1	kantar	kantar	PROPN
fis-3076	33	2	et	et	PROPN
fis-3076	33	3	al	al	PROPN
fis-3076	33	4	.	.	PUNCT
fis-3076	34	1	[	[	X
fis-3076	34	2	10	10	NUM
fis-3076	34	3	]	]	PUNCT
fis-3076	34	4	performed	perform	VERB
fis-3076	34	5	an	an	DET
fis-3076	34	6	experimental	experimental	ADJ
fis-3076	34	7	and	and	CCONJ
fis-3076	34	8	theoretical	theoretical	ADJ
fis-3076	34	9	analysis	analysis	NOUN
fis-3076	34	10	investigating	investigate	VERB
fis-3076	34	11	the	the	DET
fis-3076	34	12	influence	influence	NOUN
fis-3076	34	13	of	of	ADP
fis-3076	34	14	concrete	concrete	ADJ
fis-3076	34	15	compressive	compressive	ADJ
fis-3076	34	16	strength	strength	NOUN
fis-3076	34	17	on	on	ADP
fis-3076	34	18	the	the	DET
fis-3076	34	19	impact	impact	NOUN
fis-3076	34	20	behavior	behavior	NOUN
fis-3076	34	21	of	of	ADP
fis-3076	34	22	rc	rc	PROPN
fis-3076	34	23	beams	beam	NOUN
fis-3076	34	24	.	.	PUNCT
fis-3076	35	1	testing	testing	NOUN
fis-3076	35	2	of	of	ADP
fis-3076	35	3	two	two	NUM
fis-3076	35	4	sets	set	NOUN
fis-3076	35	5	of	of	ADP
fis-3076	35	6	five	five	NUM
fis-3076	35	7	beams	beam	NOUN
fis-3076	35	8	manufactured	manufacture	VERB
fis-3076	35	9	with	with	ADP
fis-3076	35	10	normal	normal	ADJ
fis-3076	35	11	and	and	CCONJ
fis-3076	35	12	high	high	ADJ
fis-3076	35	13	concrete	concrete	ADJ
fis-3076	35	14	compressive	compressive	ADJ
fis-3076	35	15	strength	strength	NOUN
fis-3076	35	16	was	be	AUX
fis-3076	35	17	part	part	NOUN
fis-3076	35	18	of	of	ADP
fis-3076	35	19	the	the	DET
fis-3076	35	20	experimental	experimental	ADJ
fis-3076	35	21	program	program	NOUN
fis-3076	35	22	.	.	PUNCT
fis-3076	36	1	under	under	ADP
fis-3076	36	2	impact	impact	NOUN
fis-3076	36	3	loading	loading	NOUN
fis-3076	36	4	,	,	PUNCT
fis-3076	36	5	all	all	DET
fis-3076	36	6	beams	beam	NOUN
fis-3076	36	7	were	be	AUX
fis-3076	36	8	tested	test	VERB
fis-3076	36	9	,	,	PUNCT
fis-3076	36	10	using	use	VERB
fis-3076	36	11	a	a	DET
fis-3076	36	12	drop	drop	NOUN
fis-3076	36	13	hammer	hammer	NOUN
fis-3076	36	14	from	from	ADP
fis-3076	36	15	five	five	NUM
fis-3076	36	16	various	various	ADJ
fis-3076	36	17	heights	height	NOUN
fis-3076	36	18	.	.	PUNCT
fis-3076	37	1	the	the	DET
fis-3076	37	2	results	result	NOUN
fis-3076	37	3	indicated	indicate	VERB
fis-3076	37	4	that	that	SCONJ
fis-3076	37	5	the	the	DET
fis-3076	37	6	compressive	compressive	ADJ
fis-3076	37	7	strength	strength	NOUN
fis-3076	37	8	of	of	ADP
fis-3076	37	9	concrete	concrete	NOUN
fis-3076	37	10	influenced	influence	VERB
fis-3076	37	11	the	the	DET
fis-3076	37	12	mode	mode	NOUN
fis-3076	37	13	of	of	ADP
fis-3076	37	14	failure	failure	NOUN
fis-3076	37	15	of	of	ADP
fis-3076	37	16	rc	rc	PROPN
fis-3076	37	17	beams	beam	NOUN
fis-3076	37	18	.	.	PUNCT
fis-3076	38	1	a	a	DET
fis-3076	38	2	greater	great	ADJ
fis-3076	38	3	number	number	NOUN
fis-3076	38	4	of	of	ADP
fis-3076	38	5	drops	drop	NOUN
fis-3076	38	6	were	be	AUX
fis-3076	38	7	also	also	ADV
fis-3076	38	8	expected	expect	VERB
fis-3076	38	9	for	for	ADP
fis-3076	38	10	beams	beam	NOUN
fis-3076	38	11	with	with	ADP
fis-3076	38	12	high	high	ADJ
fis-3076	38	13	compressive	compressive	ADJ
fis-3076	38	14	strength	strength	NOUN
fis-3076	38	15	than	than	ADP
fis-3076	38	16	those	those	PRON
fis-3076	38	17	with	with	ADP
fis-3076	38	18	normal	normal	ADJ
fis-3076	38	19	compressive	compressive	ADJ
fis-3076	38	20	strength	strength	NOUN
fis-3076	38	21	.	.	PUNCT
fis-3076	39	1	more	more	ADJ
fis-3076	39	2	energy	energy	NOUN
fis-3076	39	3	was	be	AUX
fis-3076	39	4	also	also	ADV
fis-3076	39	5	consumed	consume	VERB
fis-3076	39	6	by	by	ADP
fis-3076	39	7	normal	normal	ADJ
fis-3076	39	8	compressive	compressive	ADJ
fis-3076	39	9	strength	strength	NOUN
fis-3076	39	10	concrete	concrete	ADJ
fis-3076	39	11	beams	beam	NOUN
fis-3076	39	12	compared	compare	VERB
fis-3076	39	13	to	to	ADP
fis-3076	39	14	high	high	ADJ
fis-3076	39	15	-	-	PUNCT
fis-3076	39	16	strength	strength	NOUN
fis-3076	39	17	beams	beam	NOUN
fis-3076	39	18	.	.	PUNCT
fis-3076	40	1	numerical	numerical	ADJ
fis-3076	40	2	analysis	analysis	NOUN
fis-3076	40	3	was	be	AUX
fis-3076	40	4	performed	perform	VERB
fis-3076	40	5	to	to	PART
fis-3076	40	6	simulate	simulate	VERB
fis-3076	40	7	the	the	DET
fis-3076	40	8	tested	test	VERB
fis-3076	40	9	beams	beam	NOUN
fis-3076	40	10	under	under	ADP
fis-3076	40	11	impact	impact	NOUN
fis-3076	40	12	loading	loading	NOUN
fis-3076	40	13	.	.	PUNCT
fis-3076	41	1	the	the	DET
fis-3076	41	2	verification	verification	NOUN
fis-3076	41	3	contrasted	contrast	VERB
fis-3076	41	4	the	the	DET
fis-3076	41	5	results	result	NOUN
fis-3076	41	6	of	of	ADP
fis-3076	41	7	the	the	DET
fis-3076	41	8	finite	finite	PROPN
fis-3076	41	9	element	element	NOUN
fis-3076	41	10	model	model	NOUN
fis-3076	41	11	with	with	ADP
fis-3076	41	12	those	those	PRON
fis-3076	41	13	of	of	ADP
fis-3076	41	14	experimental	experimental	ADJ
fis-3076	41	15	tests	test	NOUN
fis-3076	41	16	.	.	PUNCT
fis-3076	42	1	the	the	DET
fis-3076	42	2	observations	observation	NOUN
fis-3076	42	3	indicated	indicate	VERB
fis-3076	42	4	a	a	DET
fis-3076	42	5	good	good	ADJ
fis-3076	42	6	agreement	agreement	NOUN
fis-3076	42	7	between	between	ADP
fis-3076	42	8	both	both	CCONJ
fis-3076	42	9	the	the	DET
fis-3076	42	10	finite	finite	ADJ
fis-3076	42	11	elements	element	NOUN
fis-3076	42	12	and	and	CCONJ
fis-3076	42	13	the	the	DET
fis-3076	42	14	experimental	experimental	ADJ
fis-3076	42	15	results	result	NOUN
fis-3076	42	16	.	.	PUNCT
fis-3076	43	1	in	in	ADP
fis-3076	43	2	order	order	NOUN
fis-3076	43	3	to	to	PART
fis-3076	43	4	improve	improve	VERB
fis-3076	43	5	the	the	DET
fis-3076	43	6	flexural	flexural	ADJ
fis-3076	43	7	capacity	capacity	NOUN
fis-3076	43	8	of	of	ADP
fis-3076	43	9	rc	rc	PROPN
fis-3076	43	10	beams	beam	NOUN
fis-3076	43	11	,	,	PUNCT
fis-3076	43	12	erki	erki	ADJ
fis-3076	43	13	and	and	CCONJ
fis-3076	43	14	meier	meier	PROPN
fis-3076	43	15	[	[	X
fis-3076	43	16	11	11	NUM
fis-3076	43	17	]	]	PUNCT
fis-3076	43	18	conducted	conduct	VERB
fis-3076	43	19	experimental	experimental	ADJ
fis-3076	43	20	tests	test	NOUN
fis-3076	43	21	on	on	ADP
fis-3076	43	22	four	four	NUM
fis-3076	43	23	externally	externally	ADV
fis-3076	43	24	reinforced	reinforce	VERB
fis-3076	43	25	rc	rc	PROPN
fis-3076	43	26	beams	beam	NOUN
fis-3076	43	27	under	under	ADP
fis-3076	43	28	impact	impact	NOUN
fis-3076	43	29	loading	loading	NOUN
fis-3076	43	30	.	.	PUNCT
fis-3076	44	1	two	two	NUM
fis-3076	44	2	beams	beam	NOUN
fis-3076	44	3	were	be	AUX
fis-3076	44	4	strengthened	strengthen	VERB
fis-3076	44	5	using	use	VERB
fis-3076	44	6	cfrp	cfrp	NOUN
fis-3076	44	7	laminates	laminate	NOUN
fis-3076	44	8	,	,	PUNCT
fis-3076	44	9	while	while	SCONJ
fis-3076	44	10	the	the	DET
fis-3076	44	11	other	other	ADJ
fis-3076	44	12	two	two	NUM
fis-3076	44	13	beams	beam	NOUN
fis-3076	44	14	were	be	AUX
fis-3076	44	15	strengthened	strengthen	VERB
fis-3076	44	16	using	use	VERB
fis-3076	44	17	steel	steel	NOUN
fis-3076	44	18	plates	plate	NOUN
fis-3076	44	19	.	.	PUNCT
fis-3076	45	1	the	the	DET
fis-3076	45	2	impact	impact	NOUN
fis-3076	45	3	load	load	NOUN
fis-3076	45	4	was	be	AUX
fis-3076	45	5	created	create	VERB
fis-3076	45	6	by	by	ADP
fis-3076	45	7	lifting	lift	VERB
fis-3076	45	8	and	and	CCONJ
fis-3076	45	9	dropping	drop	VERB
fis-3076	45	10	a	a	DET
fis-3076	45	11	weight	weight	NOUN
fis-3076	45	12	on	on	ADP
fis-3076	45	13	simply	simply	ADV
fis-3076	45	14	supported	support	VERB
fis-3076	45	15	beams	beam	NOUN
fis-3076	45	16	from	from	ADP
fis-3076	45	17	the	the	DET
fis-3076	45	18	height	height	NOUN
fis-3076	45	19	provided	provide	VERB
fis-3076	45	20	.	.	PUNCT
fis-3076	46	1	results	result	NOUN
fis-3076	46	2	have	have	AUX
fis-3076	46	3	shown	show	VERB
fis-3076	46	4	that	that	SCONJ
fis-3076	46	5	the	the	DET
fis-3076	46	6	energy	energy	NOUN
fis-3076	46	7	absorption	absorption	NOUN
fis-3076	46	8	of	of	ADP
fis-3076	46	9	cfrp	cfrp	PROPN
fis-3076	46	10	laminate	laminate	NOUN
fis-3076	46	11	beams	beam	NOUN
fis-3076	46	12	is	be	AUX
fis-3076	46	13	lower	low	ADJ
fis-3076	46	14	than	than	ADP
fis-3076	46	15	that	that	PRON
fis-3076	46	16	of	of	ADP
fis-3076	46	17	external	external	ADJ
fis-3076	46	18	steel	steel	NOUN
fis-3076	46	19	plate	plate	NOUN
fis-3076	46	20	reinforced	reinforce	VERB
fis-3076	46	21	beams	beam	NOUN
fis-3076	46	22	.	.	PUNCT
fis-3076	47	1	tang	tang	PROPN
fis-3076	47	2	and	and	CCONJ
fis-3076	47	3	saadatmanesh[12	saadatmanesh[12	PROPN
fis-3076	47	4	]	]	PUNCT
fis-3076	47	5	conducted	conduct	VERB
fis-3076	47	6	an	an	DET
fis-3076	47	7	experimental	experimental	ADJ
fis-3076	47	8	study	study	NOUN
fis-3076	47	9	to	to	PART
fis-3076	47	10	investigate	investigate	VERB
fis-3076	47	11	the	the	DET
fis-3076	47	12	impact	impact	NOUN
fis-3076	47	13	behavior	behavior	NOUN
fis-3076	47	14	of	of	ADP
fis-3076	47	15	rc	rc	PROPN
fis-3076	47	16	beams	beam	NOUN
fis-3076	47	17	externally	externally	ADV
fis-3076	47	18	reinforced	reinforce	VERB
fis-3076	47	19	using	use	VERB
fis-3076	47	20	frp	frp	PROPN
fis-3076	47	21	sheets	sheet	NOUN
fis-3076	47	22	.	.	PUNCT
fis-3076	48	1	the	the	DET
fis-3076	48	2	results	result	NOUN
fis-3076	48	3	indicated	indicate	VERB
fis-3076	48	4	that	that	SCONJ
fis-3076	48	5	the	the	DET
fis-3076	48	6	bending	bend	VERB
fis-3076	48	7	strength	strength	NOUN
fis-3076	48	8	and	and	CCONJ
fis-3076	48	9	stiffness	stiffness	NOUN
fis-3076	48	10	of	of	ADP
fis-3076	48	11	retrofitted	retrofit	VERB
fis-3076	48	12	rc	rc	PROPN
fis-3076	48	13	beams	beam	NOUN
fis-3076	48	14	can	can	AUX
fis-3076	48	15	be	be	AUX
fis-3076	48	16	greatly	greatly	ADV
fis-3076	48	17	improved	improve	VERB
fis-3076	48	18	by	by	ADP
fis-3076	48	19	the	the	DET
fis-3076	48	20	composite	composite	ADJ
fis-3076	48	21	sheets	sheet	NOUN
fis-3076	48	22	.	.	PUNCT
fis-3076	49	1	esfahani	esfahani	PROPN
fis-3076	49	2	et	et	PROPN
fis-3076	49	3	al	al	PROPN
fis-3076	49	4	.	.	PUNCT
fis-3076	50	1	[	[	X
fis-3076	50	2	13	13	NUM
fis-3076	50	3	]	]	PUNCT
fis-3076	50	4	studied	study	VERB
fis-3076	50	5	the	the	DET
fis-3076	50	6	flexural	flexural	ADJ
fis-3076	50	7	strength	strength	NOUN
fis-3076	50	8	of	of	ADP
fis-3076	50	9	rc	rc	PROPN
fis-3076	50	10	beams	beam	NOUN
fis-3076	50	11	strengthened	strengthen	VERB
fis-3076	50	12	with	with	ADP
fis-3076	50	13	cfrp	cfrp	NOUN
fis-3076	50	14	sheets	sheet	NOUN
fis-3076	50	15	.	.	PUNCT
fis-3076	51	1	steel	steel	NOUN
fis-3076	51	2	reinforcement	reinforcement	NOUN
fis-3076	51	3	ratio	ratio	NOUN
fis-3076	51	4	,	,	PUNCT
fis-3076	51	5	length	length	NOUN
fis-3076	51	6	,	,	PUNCT
fis-3076	51	7	width	width	ADJ
fis-3076	51	8	and	and	CCONJ
fis-3076	51	9	number	number	NOUN
fis-3076	51	10	of	of	ADP
fis-3076	51	11	cfrp	cfrp	NOUN
fis-3076	51	12	layers	layer	NOUN
fis-3076	51	13	were	be	AUX
fis-3076	51	14	the	the	DET
fis-3076	51	15	experimental	experimental	ADJ
fis-3076	51	16	variables	variable	NOUN
fis-3076	51	17	.	.	PUNCT
fis-3076	52	1	twelve	twelve	NUM
fis-3076	52	2	rc	rc	PROPN
fis-3076	52	3	beams	beam	NOUN
fis-3076	52	4	and	and	CCONJ
fis-3076	52	5	three	three	NUM
fis-3076	52	6	different	different	ADJ
fis-3076	52	7	steel	steel	NOUN
fis-3076	52	8	reinforcement	reinforcement	NOUN
fis-3076	52	9	ratios	ratio	NOUN
fis-3076	52	10	were	be	AUX
fis-3076	52	11	used	use	VERB
fis-3076	52	12	.	.	PUNCT
fis-3076	53	1	three	three	NUM
fis-3076	53	2	beams	beam	NOUN
fis-3076	53	3	were	be	AUX
fis-3076	53	4	regarded	regard	VERB
fis-3076	53	5	as	as	ADP
fis-3076	53	6	control	control	NOUN
fis-3076	53	7	beams	beam	NOUN
fis-3076	53	8	,	,	PUNCT
fis-3076	53	9	while	while	SCONJ
fis-3076	53	10	nine	nine	NUM
fis-3076	53	11	rc	rc	PROPN
fis-3076	53	12	beams	beam	NOUN
fis-3076	53	13	were	be	AUX
fis-3076	53	14	externally	externally	ADV
fis-3076	53	15	strengthened	strengthen	VERB
fis-3076	53	16	using	use	VERB
fis-3076	53	17	cfrp	cfrp	NOUN
fis-3076	53	18	laminates	laminate	NOUN
fis-3076	53	19	.	.	PUNCT
fis-3076	54	1	the	the	DET
fis-3076	54	2	results	result	NOUN
fis-3076	54	3	showed	show	VERB
fis-3076	54	4	an	an	DET
fis-3076	54	5	improvement	improvement	NOUN
fis-3076	54	6	in	in	ADP
fis-3076	54	7	flexural	flexural	ADJ
fis-3076	54	8	strength	strength	NOUN
fis-3076	54	9	of	of	ADP
fis-3076	54	10	rc	rc	PROPN
fis-3076	54	11	beams	beam	NOUN
fis-3076	54	12	strengthened	strengthen	VERB
fis-3076	54	13	with	with	ADP
fis-3076	54	14	cfrp	cfrp	NOUN
fis-3076	54	15	laminates	laminate	NOUN
fis-3076	54	16	over	over	ADP
fis-3076	54	17	that	that	PRON
fis-3076	54	18	of	of	ADP
fis-3076	54	19	control	control	NOUN
fis-3076	54	20	beams	beam	NOUN
fis-3076	54	21	.	.	PUNCT
fis-3076	55	1	compared	compare	VERB
fis-3076	55	2	with	with	ADP
fis-3076	55	3	the	the	DET
fis-3076	55	4	maximum	maximum	ADJ
fis-3076	55	5	longitudinal	longitudinal	ADJ
fis-3076	55	6	reinforcement	reinforcement	NOUN
fis-3076	55	7	steel	steel	NOUN
fis-3076	55	8	ratio	ratio	NOUN
fis-3076	55	9	,	,	PUNCT
fis-3076	55	10	the	the	DET
fis-3076	55	11	improvement	improvement	NOUN
fis-3076	55	12	in	in	ADP
fis-3076	55	13	flexural	flexural	ADJ
fis-3076	55	14	strength	strength	NOUN
fis-3076	55	15	is	be	AUX
fis-3076	55	16	overestimated	overestimate	VERB
fis-3076	55	17	when	when	SCONJ
fis-3076	55	18	using	use	VERB
fis-3076	55	19	small	small	ADJ
fis-3076	55	20	steel	steel	NOUN
fis-3076	55	21	reinforcement	reinforcement	NOUN
fis-3076	55	22	ratios	ratio	NOUN
fis-3076	55	23	.	.	PUNCT
fis-3076	56	1	the	the	DET
fis-3076	56	2	proportion	proportion	NOUN
fis-3076	56	3	of	of	ADP
fis-3076	56	4	the	the	DET
fis-3076	56	5	increase	increase	NOUN
fis-3076	56	6	in	in	ADP
fis-3076	56	7	flexural	flexural	ADJ
fis-3076	56	8	strength	strength	NOUN
fis-3076	56	9	of	of	ADP
fis-3076	56	10	the	the	DET
fis-3076	56	11	strengthened	strengthen	VERB
fis-3076	56	12	beams	beam	NOUN
fis-3076	56	13	was	be	AUX
fis-3076	56	14	influenced	influence	VERB
fis-3076	56	15	by	by	ADP
fis-3076	56	16	the	the	DET
fis-3076	56	17	steel	steel	NOUN
fis-3076	56	18	bar	bar	NOUN
fis-3076	56	19	size	size	NOUN
fis-3076	56	20	.	.	PUNCT
fis-3076	57	1	increasing	increase	VERB
fis-3076	57	2	the	the	DET
fis-3076	57	3	bar	bar	NOUN
fis-3076	57	4	size	size	NOUN
fis-3076	57	5	decreased	decrease	VERB
fis-3076	57	6	the	the	DET
fis-3076	57	7	carrying	carrying	NOUN
fis-3076	57	8	capacity	capacity	NOUN
fis-3076	57	9	of	of	ADP
fis-3076	57	10	the	the	DET
fis-3076	57	11	load	load	NOUN
fis-3076	57	12	,	,	PUNCT
fis-3076	57	13	which	which	PRON
fis-3076	57	14	increased	increase	VERB
fis-3076	57	15	even	even	ADV
fis-3076	57	16	as	as	SCONJ
fis-3076	57	17	the	the	DET
fis-3076	57	18	number	number	NOUN
fis-3076	57	19	of	of	ADP
fis-3076	57	20	cfrp	cfrp	NOUN
fis-3076	57	21	layers	layer	NOUN
fis-3076	57	22	increased	increase	VERB
fis-3076	57	23	due	due	ADP
fis-3076	57	24	to	to	ADP
fis-3076	57	25	the	the	DET
fis-3076	57	26	debonding	debonding	NOUN
fis-3076	57	27	of	of	ADP
fis-3076	57	28	cfrp	cfrp	PROPN
fis-3076	57	29	laminate	laminate	PROPN
fis-3076	57	30	in	in	ADP
fis-3076	57	31	strengthened	strengthen	VERB
fis-3076	57	32	beams	beam	NOUN
fis-3076	57	33	.	.	PUNCT
fis-3076	58	1	in	in	ADP
fis-3076	58	2	beams	beam	NOUN
fis-3076	58	3	with	with	ADP
fis-3076	58	4	large	large	ADJ
fis-3076	58	5	steel	steel	NOUN
fis-3076	58	6	bars	bar	NOUN
fis-3076	58	7	,	,	PUNCT
fis-3076	58	8	the	the	DET
fis-3076	58	9	cfrp	cfrp	NOUN
fis-3076	58	10	debonding	debonding	NOUN
fis-3076	58	11	occurs	occur	VERB
fis-3076	58	12	faster	fast	ADV
fis-3076	58	13	than	than	ADP
fis-3076	58	14	in	in	ADP
fis-3076	58	15	beams	beam	NOUN
fis-3076	58	16	with	with	ADP
fis-3076	58	17	small	small	ADJ
fis-3076	58	18	steel	steel	NOUN
fis-3076	58	19	bar	bar	NOUN
fis-3076	58	20	sizes	size	NOUN
fis-3076	58	21	.	.	PUNCT
fis-3076	59	1	high	high	ADJ
fis-3076	59	2	bending	bending	NOUN
fis-3076	59	3	load	load	NOUN
fis-3076	59	4	resisted	resist	VERB
fis-3076	59	5	the	the	DET
fis-3076	59	6	wide	wide	ADJ
fis-3076	59	7	bar	bar	NOUN
fis-3076	59	8	size	size	NOUN
fis-3076	59	9	steel	steel	NOUN
fis-3076	59	10	bars	bar	NOUN
fis-3076	59	11	beams	beam	NOUN
fis-3076	59	12	and	and	CCONJ
fis-3076	59	13	this	this	PRON
fis-3076	59	14	caused	cause	VERB
fis-3076	59	15	high	high	ADJ
fis-3076	59	16	tensile	tensile	NOUN
fis-3076	59	17	stresses	stress	NOUN
fis-3076	59	18	in	in	ADP
fis-3076	59	19	the	the	DET
fis-3076	59	20	steel	steel	NOUN
fis-3076	59	21	bars	bar	NOUN
fis-3076	59	22	.	.	PUNCT
fis-3076	60	1	the	the	DET
fis-3076	60	2	behavior	behavior	NOUN
fis-3076	60	3	of	of	ADP
fis-3076	60	4	rc	rc	PROPN
fis-3076	60	5	beams	beam	NOUN
fis-3076	60	6	under	under	ADP
fis-3076	60	7	quasi	quasi	ADJ
fis-3076	60	8	-	-	ADJ
fis-3076	60	9	static	static	ADJ
fis-3076	60	10	and	and	CCONJ
fis-3076	60	11	impact	impact	NOUN
fis-3076	60	12	loading	loading	NOUN
fis-3076	60	13	conditions	condition	NOUN
fis-3076	60	14	has	have	AUX
fis-3076	60	15	been	be	AUX
fis-3076	60	16	investigated	investigate	VERB
fis-3076	60	17	by	by	ADP
fis-3076	60	18	banthia	banthia	NOUN
fis-3076	60	19	and	and	CCONJ
fis-3076	60	20	mindess	mindess	NOUN
fis-3076	60	21	[	[	X
fis-3076	60	22	14	14	NUM
fis-3076	60	23	]	]	PUNCT
fis-3076	60	24	.	.	PUNCT
fis-3076	61	1	twelve	twelve	NUM
fis-3076	61	2	specimens	specimen	NOUN
fis-3076	61	3	of	of	ADP
fis-3076	61	4	reinforced	reinforce	VERB
fis-3076	61	5	concrete	concrete	ADJ
fis-3076	61	6	beams	beam	NOUN
fis-3076	61	7	had	have	AUX
fis-3076	61	8	been	be	AUX
fis-3076	61	9	tested	test	VERB
fis-3076	61	10	,	,	PUNCT
fis-3076	61	11	two	two	NUM
fis-3076	61	12	of	of	ADP
fis-3076	61	13	them	they	PRON
fis-3076	61	14	under	under	ADP
fis-3076	61	15	quasi	quasi	ADJ
fis-3076	61	16	-	-	ADJ
fis-3076	61	17	static	static	ADJ
fis-3076	61	18	loading	loading	NOUN
fis-3076	61	19	and	and	CCONJ
fis-3076	61	20	the	the	DET
fis-3076	61	21	others	other	NOUN
fis-3076	61	22	under	under	ADP
fis-3076	61	23	impact	impact	NOUN
fis-3076	61	24	loading	loading	NOUN
fis-3076	61	25	.	.	PUNCT
fis-3076	62	1	one	one	NUM
fis-3076	62	2	rc	rc	PROPN
fis-3076	62	3	beam	beam	NOUN
fis-3076	62	4	was	be	AUX
fis-3076	62	5	strengthened	strengthen	VERB
fis-3076	62	6	with	with	ADP
fis-3076	62	7	gfrp	gfrp	PROPN
fis-3076	62	8	sheets	sheet	NOUN
fis-3076	62	9	for	for	ADP
fis-3076	62	10	quasi	quasi	ADJ
fis-3076	62	11	-	-	ADJ
fis-3076	62	12	static	static	ADJ
fis-3076	62	13	and	and	CCONJ
fis-3076	62	14	impact	impact	NOUN
fis-3076	62	15	loading	loading	NOUN
fis-3076	62	16	.	.	PUNCT
fis-3076	63	1	the	the	DET
fis-3076	63	2	results	result	NOUN
fis-3076	63	3	indicated	indicate	VERB
fis-3076	63	4	that	that	SCONJ
fis-3076	63	5	the	the	DET
fis-3076	63	6	capacity	capacity	NOUN
fis-3076	63	7	of	of	ADP
fis-3076	63	8	the	the	DET
fis-3076	63	9	beam	beam	NOUN
fis-3076	63	10	under	under	ADP
fis-3076	63	11	quasi	quasi	ADJ
fis-3076	63	12	-	-	ADJ
fis-3076	63	13	static	static	ADJ
fis-3076	63	14	load	load	NOUN
fis-3076	63	15	is	be	AUX
fis-3076	63	16	greater	great	ADJ
fis-3076	63	17	than	than	ADP
fis-3076	63	18	that	that	PRON
fis-3076	63	19	of	of	ADP
fis-3076	63	20	beams	beam	NOUN
fis-3076	63	21	under	under	ADP
fis-3076	63	22	dynamic	dynamic	ADJ
fis-3076	63	23	loading	loading	NOUN
fis-3076	63	24	.	.	PUNCT
fis-3076	64	1	watstein	watstein	PROPN
fis-3076	65	1	[	[	X
fis-3076	65	2	15	15	NUM
fis-3076	65	3	]	]	PUNCT
fis-3076	65	4	carried	carry	VERB
fis-3076	65	5	out	out	ADP
fis-3076	65	6	dynamic	dynamic	ADJ
fis-3076	65	7	experiments	experiment	NOUN
fis-3076	65	8	on	on	ADP
fis-3076	65	9	rc	rc	PROPN
fis-3076	65	10	beams	beam	NOUN
fis-3076	65	11	,	,	PUNCT
fis-3076	65	12	the	the	DET
fis-3076	65	13	results	result	NOUN
fis-3076	65	14	showed	show	VERB
fis-3076	65	15	that	that	SCONJ
fis-3076	65	16	under	under	ADP
fis-3076	65	17	dynamic	dynamic	ADJ
fis-3076	65	18	loads	load	NOUN
fis-3076	65	19	the	the	DET
fis-3076	65	20	compressive	compressive	ADJ
fis-3076	65	21	strength	strength	NOUN
fis-3076	65	22	of	of	ADP
fis-3076	65	23	concrete	concrete	NOUN
fis-3076	65	24	increased	increase	VERB
fis-3076	65	25	85	85	NUM
fis-3076	65	26	to	to	PART
fis-3076	65	27	100	100	NUM
fis-3076	65	28	percent	percent	NOUN
fis-3076	65	29	compared	compare	VERB
fis-3076	65	30	to	to	ADP
fis-3076	65	31	that	that	PRON
fis-3076	65	32	of	of	ADP
fis-3076	65	33	static	static	ADJ
fis-3076	65	34	conditions	condition	NOUN
fis-3076	65	35	.	.	PUNCT
fis-3076	66	1	experimental	experimental	ADJ
fis-3076	66	2	research	research	NOUN
fis-3076	66	3	on	on	ADP
fis-3076	66	4	concrete	concrete	ADJ
fis-3076	66	5	beams	beam	NOUN
fis-3076	66	6	strengthened	strengthen	VERB
fis-3076	66	7	with	with	ADP
fis-3076	66	8	gfrp	gfrp	PROPN
fis-3076	66	9	bars	bar	NOUN
fis-3076	66	10	under	under	ADP
fis-3076	66	11	static	static	ADJ
fis-3076	66	12	and	and	CCONJ
fis-3076	66	13	impact	impact	NOUN
fis-3076	66	14	loading	loading	NOUN
fis-3076	66	15	was	be	AUX
fis-3076	66	16	conducted	conduct	VERB
fis-3076	66	17	by	by	ADP
fis-3076	66	18	goldston	goldston	PROPN
fis-3076	66	19	et	et	PROPN
fis-3076	66	20	al.[16	al.[16	PROPN
fis-3076	66	21	]	]	PUNCT
fis-3076	66	22	.	.	PUNCT
fis-3076	67	1	they	they	PRON
fis-3076	67	2	conducted	conduct	VERB
fis-3076	67	3	experimental	experimental	ADJ
fis-3076	67	4	experiments	experiment	NOUN
fis-3076	67	5	on	on	ADP
fis-3076	67	6	twelve	twelve	NUM
fis-3076	67	7	rc	rc	PROPN
fis-3076	67	8	beams	beam	NOUN
fis-3076	67	9	with	with	ADP
fis-3076	67	10	the	the	DET
fis-3076	67	11	aim	aim	NOUN
fis-3076	67	12	of	of	ADP
fis-3076	67	13	investigating	investigate	VERB
fis-3076	67	14	the	the	DET
fis-3076	67	15	effect	effect	NOUN
fis-3076	67	16	of	of	ADP
fis-3076	67	17	gfrp	gfrp	PROPN
fis-3076	67	18	reinforcement	reinforcement	NOUN
fis-3076	67	19	on	on	ADP
fis-3076	67	20	the	the	DET
fis-3076	67	21	strength	strength	NOUN
fis-3076	67	22	of	of	ADP
fis-3076	67	23	the	the	DET
fis-3076	67	24	concrete	concrete	ADJ
fis-3076	67	25	beam	beam	NOUN
fis-3076	67	26	subjected	subject	VERB
fis-3076	67	27	to	to	ADP
fis-3076	67	28	static	static	ADJ
fis-3076	67	29	and	and	CCONJ
fis-3076	67	30	dynamic	dynamic	ADJ
fis-3076	67	31	loading	loading	NOUN
fis-3076	67	32	.	.	PUNCT
fis-3076	68	1	they	they	PRON
fis-3076	68	2	showed	show	VERB
fis-3076	68	3	that	that	SCONJ
fis-3076	68	4	under	under	ADP
fis-3076	68	5	static	static	ADJ
fis-3076	68	6	loading	loading	NOUN
fis-3076	68	7	conditions	condition	NOUN
fis-3076	68	8	,	,	PUNCT
fis-3076	68	9	the	the	DET
fis-3076	68	10	higher	high	ADJ
fis-3076	68	11	gfrp	gfrp	PROPN
fis-3076	68	12	reinforcement	reinforcement	NOUN
fis-3076	68	13	ratio	ratio	NOUN
fis-3076	68	14	resulted	result	VERB
fis-3076	68	15	in	in	ADP
fis-3076	68	16	a	a	DET
fis-3076	68	17	higher	high	ADJ
fis-3076	68	18	cracking	cracking	NOUN
fis-3076	68	19	rate	rate	NOUN
fis-3076	68	20	and	and	CCONJ
fis-3076	68	21	less	less	ADJ
fis-3076	68	22	ductility	ductility	NOUN
fis-3076	68	23	.	.	PUNCT
fis-3076	69	1	on	on	ADP
fis-3076	69	2	the	the	DET
fis-3076	69	3	other	other	ADJ
fis-3076	69	4	hand	hand	NOUN
fis-3076	69	5	,	,	PUNCT
fis-3076	69	6	the	the	DET
fis-3076	69	7	strength	strength	NOUN
fis-3076	69	8	of	of	ADP
fis-3076	69	9	the	the	DET
fis-3076	69	10	beams	beam	NOUN
fis-3076	69	11	was	be	AUX
fis-3076	69	12	15	15	NUM
fis-3076	69	13	-	-	SYM
fis-3076	69	14	20	20	NUM
fis-3076	69	15	%	%	NOUN
fis-3076	69	16	percent	percent	NOUN
fis-3076	69	17	higher	high	ADJ
fis-3076	69	18	than	than	ADP
fis-3076	69	19	the	the	DET
fis-3076	69	20	strength	strength	NOUN
fis-3076	69	21	obtained	obtain	VERB
fis-3076	69	22	by	by	ADP
fis-3076	69	23	the	the	DET
fis-3076	69	24	static	static	ADJ
fis-3076	69	25	loading	loading	NOUN
fis-3076	69	26	conditions	condition	NOUN
fis-3076	69	27	under	under	ADP
fis-3076	69	28	dynamic	dynamic	ADJ
fis-3076	69	29	loads	load	NOUN
fis-3076	69	30	.	.	PUNCT
fis-3076	70	1	the	the	DET
fis-3076	70	2	bond	bond	NOUN
fis-3076	70	3	between	between	ADP
fis-3076	70	4	frp	frp	PROPN
fis-3076	70	5	and	and	CCONJ
fis-3076	70	6	concrete	concrete	NOUN
fis-3076	70	7	under	under	ADP
fis-3076	70	8	quasi	quasi	ADJ
fis-3076	70	9	-	-	ADJ
fis-3076	70	10	static	static	ADJ
fis-3076	70	11	and	and	CCONJ
fis-3076	70	12	impact	impact	NOUN
fis-3076	70	13	loadings	loading	NOUN
fis-3076	70	14	was	be	AUX
fis-3076	70	15	studied	study	VERB
fis-3076	70	16	by	by	ADP
fis-3076	70	17	khalighi[17	khalighi[17	PROPN
fis-3076	70	18	]	]	PUNCT
fis-3076	70	19	.	.	PUNCT
fis-3076	71	1	they	they	PRON
fis-3076	71	2	carried	carry	VERB
fis-3076	71	3	out	out	ADP
fis-3076	71	4	experimental	experimental	ADJ
fis-3076	71	5	studies	study	NOUN
fis-3076	71	6	on	on	ADP
fis-3076	71	7	frp	frp	PROPN
fis-3076	71	8	reinforced	reinforce	VERB
fis-3076	71	9	concrete	concrete	ADJ
fis-3076	71	10	beams	beam	NOUN
fis-3076	71	11	and	and	CCONJ
fis-3076	71	12	showed	show	VERB
fis-3076	71	13	an	an	DET
fis-3076	71	14	improvement	improvement	NOUN
fis-3076	71	15	in	in	ADP
fis-3076	71	16	the	the	DET
fis-3076	71	17	beams	beam	NOUN
fis-3076	71	18	'	'	PART
fis-3076	71	19	bearing	bearing	NOUN
fis-3076	71	20	capacity	capacity	NOUN
fis-3076	71	21	.	.	PUNCT
fis-3076	72	1	a	a	DET
fis-3076	72	2	new	new	ADJ
fis-3076	72	3	heavy	heavy	ADJ
fis-3076	72	4	-	-	PUNCT
fis-3076	72	5	drop	drop	NOUN
fis-3076	72	6	weight	weight	NOUN
fis-3076	72	7	impact	impact	NOUN
fis-3076	72	8	test	test	NOUN
fis-3076	72	9	machine	machine	NOUN
fis-3076	72	10	was	be	AUX
fis-3076	72	11	designed	design	VERB
fis-3076	72	12	and	and	CCONJ
fis-3076	72	13	produced	produce	VERB
fis-3076	72	14	m.	m.	NOUN
fis-3076	72	15	emara	emara	PROPN
fis-3076	72	16	et	et	PROPN
fis-3076	72	17	alii	alii	PROPN
fis-3076	72	18	,	,	PUNCT
fis-3076	72	19	frattura	frattura	PROPN
fis-3076	72	20	ed	ed	PROPN
fis-3076	72	21	integrità	integrità	PROPN
fis-3076	72	22	strutturale	strutturale	PROPN
fis-3076	72	23	,	,	PUNCT
fis-3076	72	24	58	58	NUM
fis-3076	72	25	(	(	PUNCT
fis-3076	72	26	2021	2021	NUM
fis-3076	72	27	)	)	PUNCT
fis-3076	72	28	48	48	NUM
fis-3076	72	29	-	-	SYM
fis-3076	72	30	64	64	NUM
fis-3076	72	31	;	;	PUNCT
fis-3076	72	32	doi	doi	NOUN
fis-3076	72	33	:	:	PUNCT
fis-3076	72	34	10.3221	10.3221	NUM
fis-3076	72	35	/	/	SYM
fis-3076	72	36	igf	igf	PROPN
fis-3076	72	37	-	-	PUNCT
fis-3076	72	38	esis.58.04	esis.58.04	PROPN
fis-3076	72	39	50	50	NUM
fis-3076	72	40	by	by	ADP
fis-3076	72	41	al	al	PROPN
fis-3076	72	42	-	-	PUNCT
fis-3076	72	43	farttoosi	farttoosi	PROPN
fis-3076	72	44	,	,	PUNCT
fis-3076	72	45	mahdi	mahdi	PROPN
fis-3076	73	1	[	[	X
fis-3076	73	2	18	18	NUM
fis-3076	73	3	]	]	PUNCT
fis-3076	73	4	to	to	PART
fis-3076	73	5	perform	perform	VERB
fis-3076	73	6	the	the	DET
fis-3076	73	7	experimental	experimental	ADJ
fis-3076	73	8	work	work	NOUN
fis-3076	73	9	to	to	PART
fis-3076	73	10	study	study	VERB
fis-3076	73	11	the	the	DET
fis-3076	73	12	impact	impact	NOUN
fis-3076	73	13	behavior	behavior	NOUN
fis-3076	73	14	of	of	ADP
fis-3076	73	15	the	the	DET
fis-3076	73	16	cfrp	cfrp	NOUN
fis-3076	73	17	strengthened	strengthen	VERB
fis-3076	73	18	concrete	concrete	ADJ
fis-3076	73	19	beams	beam	NOUN
fis-3076	73	20	.	.	PUNCT
fis-3076	74	1	to	to	PART
fis-3076	74	2	strengthen	strengthen	VERB
fis-3076	74	3	the	the	DET
fis-3076	74	4	rc	rc	PROPN
fis-3076	74	5	beams	beam	NOUN
fis-3076	74	6	,	,	PUNCT
fis-3076	74	7	externally	externally	ADV
fis-3076	74	8	bonded	bond	VERB
fis-3076	74	9	reinforcement	reinforcement	NOUN
fis-3076	74	10	(	(	PUNCT
fis-3076	74	11	ebr	ebr	PROPN
fis-3076	74	12	)	)	PUNCT
fis-3076	74	13	was	be	AUX
fis-3076	74	14	used	use	VERB
fis-3076	74	15	.	.	PUNCT
fis-3076	75	1	the	the	DET
fis-3076	75	2	width	width	NOUN
fis-3076	75	3	and	and	CCONJ
fis-3076	75	4	height	height	NOUN
fis-3076	75	5	of	of	ADP
fis-3076	75	6	the	the	DET
fis-3076	75	7	beams	beam	NOUN
fis-3076	75	8	measured	measure	VERB
fis-3076	75	9	were	be	AUX
fis-3076	75	10	150	150	NUM
fis-3076	75	11	mm	mm	NOUN
fis-3076	75	12	and	and	CCONJ
fis-3076	75	13	200	200	NUM
fis-3076	75	14	mm	mm	NOUN
fis-3076	75	15	respectively	respectively	ADV
fis-3076	75	16	and	and	CCONJ
fis-3076	75	17	3150	3150	NUM
fis-3076	75	18	mm	mm	NOUN
fis-3076	75	19	long	long	ADV
fis-3076	75	20	with	with	ADP
fis-3076	75	21	a	a	DET
fis-3076	75	22	clear	clear	ADJ
fis-3076	75	23	span	span	NOUN
fis-3076	75	24	of	of	ADP
fis-3076	75	25	3000	3000	NUM
fis-3076	75	26	mm	mm	NOUN
fis-3076	75	27	.	.	PUNCT
fis-3076	76	1	the	the	DET
fis-3076	76	2	results	result	NOUN
fis-3076	76	3	indicated	indicate	VERB
fis-3076	76	4	that	that	SCONJ
fis-3076	76	5	the	the	DET
fis-3076	76	6	force	force	NOUN
fis-3076	76	7	of	of	ADP
fis-3076	76	8	impact	impact	NOUN
fis-3076	76	9	encountered	encounter	VERB
fis-3076	76	10	by	by	ADP
fis-3076	76	11	the	the	DET
fis-3076	76	12	strengthened	strengthen	VERB
fis-3076	76	13	beams	beam	NOUN
fis-3076	76	14	was	be	AUX
fis-3076	76	15	lower	low	ADJ
fis-3076	76	16	than	than	ADP
fis-3076	76	17	that	that	PRON
fis-3076	76	18	of	of	ADP
fis-3076	76	19	the	the	DET
fis-3076	76	20	control	control	NOUN
fis-3076	76	21	beam	beam	NOUN
fis-3076	76	22	.	.	PUNCT
fis-3076	77	1	cfrp	cfrp	PROPN
fis-3076	77	2	increased	increase	VERB
fis-3076	77	3	the	the	DET
fis-3076	77	4	beam	beam	NOUN
fis-3076	77	5	stiffness	stiffness	NOUN
fis-3076	77	6	in	in	ADP
fis-3076	77	7	strengthened	strengthen	VERB
fis-3076	77	8	beams	beam	NOUN
fis-3076	77	9	,	,	PUNCT
fis-3076	77	10	decreased	decrease	VERB
fis-3076	77	11	the	the	DET
fis-3076	77	12	width	width	NOUN
fis-3076	77	13	of	of	ADP
fis-3076	77	14	the	the	DET
fis-3076	77	15	cracks	crack	NOUN
fis-3076	77	16	and	and	CCONJ
fis-3076	77	17	their	their	PRON
fis-3076	77	18	propagation	propagation	NOUN
fis-3076	77	19	,	,	PUNCT
fis-3076	77	20	and	and	CCONJ
fis-3076	77	21	decreased	decrease	VERB
fis-3076	77	22	both	both	DET
fis-3076	77	23	the	the	DET
fis-3076	77	24	deformation	deformation	NOUN
fis-3076	77	25	of	of	ADP
fis-3076	77	26	the	the	DET
fis-3076	77	27	beam	beam	NOUN
fis-3076	77	28	and	and	CCONJ
fis-3076	77	29	the	the	DET
fis-3076	77	30	number	number	NOUN
fis-3076	77	31	of	of	ADP
fis-3076	77	32	cracks	crack	NOUN
fis-3076	77	33	.	.	PUNCT
fis-3076	78	1	under	under	ADP
fis-3076	78	2	impact	impact	NOUN
fis-3076	78	3	loading	loading	NOUN
fis-3076	78	4	,	,	PUNCT
fis-3076	78	5	the	the	DET
fis-3076	78	6	cfrp	cfrp	NOUN
fis-3076	78	7	significantly	significantly	ADV
fis-3076	78	8	reduced	reduce	VERB
fis-3076	78	9	the	the	DET
fis-3076	78	10	residual	residual	ADJ
fis-3076	78	11	deflection	deflection	NOUN
fis-3076	78	12	and	and	CCONJ
fis-3076	78	13	maximum	maximum	ADJ
fis-3076	78	14	deflection	deflection	NOUN
fis-3076	78	15	of	of	ADP
fis-3076	78	16	the	the	DET
fis-3076	78	17	reinforced	reinforce	VERB
fis-3076	78	18	beams	beam	NOUN
fis-3076	78	19	.	.	PUNCT
fis-3076	79	1	the	the	DET
fis-3076	79	2	use	use	NOUN
fis-3076	79	3	of	of	ADP
fis-3076	79	4	cfrp	cfrp	NOUN
fis-3076	79	5	to	to	PART
fis-3076	79	6	strengthen	strengthen	VERB
fis-3076	79	7	the	the	DET
fis-3076	79	8	beams	beam	NOUN
fis-3076	79	9	diminished	diminish	VERB
fis-3076	79	10	the	the	DET
fis-3076	79	11	beams	beam	NOUN
fis-3076	79	12	'	'	PART
fis-3076	79	13	ductility	ductility	NOUN
fis-3076	79	14	and	and	CCONJ
fis-3076	79	15	increased	increase	VERB
fis-3076	79	16	the	the	DET
fis-3076	79	17	risk	risk	NOUN
fis-3076	79	18	of	of	ADP
fis-3076	79	19	their	their	PRON
fis-3076	79	20	sudden	sudden	ADJ
fis-3076	79	21	failure	failure	NOUN
fis-3076	79	22	.	.	PUNCT
fis-3076	80	1	pham	pham	PROPN
fis-3076	80	2	and	and	CCONJ
fis-3076	80	3	hao	hao	PROPN
fis-3076	81	1	[	[	X
fis-3076	81	2	19	19	NUM
fis-3076	81	3	]	]	PUNCT
fis-3076	81	4	investigated	investigate	VERB
fis-3076	81	5	the	the	DET
fis-3076	81	6	behavior	behavior	NOUN
fis-3076	81	7	of	of	ADP
fis-3076	81	8	reinforced	reinforce	VERB
fis-3076	81	9	concrete	concrete	ADJ
fis-3076	81	10	beams	beam	NOUN
fis-3076	81	11	strengthened	strengthen	VERB
fis-3076	81	12	with	with	ADP
fis-3076	81	13	fiber	fiber	NOUN
fis-3076	81	14	-	-	PUNCT
fis-3076	81	15	reinforced	reinforce	VERB
fis-3076	81	16	polymers	polymer	NOUN
fis-3076	81	17	under	under	ADP
fis-3076	81	18	impact	impact	NOUN
fis-3076	81	19	loads	load	NOUN
fis-3076	81	20	.	.	PUNCT
fis-3076	82	1	the	the	DET
fis-3076	82	2	experimental	experimental	ADJ
fis-3076	82	3	program	program	NOUN
fis-3076	82	4	included	include	VERB
fis-3076	82	5	a	a	DET
fis-3076	82	6	control	control	NOUN
fis-3076	82	7	beam	beam	NOUN
fis-3076	82	8	(	(	PUNCT
fis-3076	82	9	rb	rb	NOUN
fis-3076	82	10	)	)	PUNCT
fis-3076	82	11	and	and	CCONJ
fis-3076	82	12	strengthened	strengthen	VERB
fis-3076	82	13	one	one	NUM
fis-3076	82	14	(	(	PUNCT
fis-3076	82	15	nl1b	nl1b	NOUN
fis-3076	82	16	)	)	PUNCT
fis-3076	82	17	tested	test	VERB
fis-3076	82	18	under	under	ADP
fis-3076	82	19	impact	impact	NOUN
fis-3076	82	20	loads	load	NOUN
fis-3076	82	21	.	.	PUNCT
fis-3076	83	1	longitudinal	longitudinal	ADJ
fis-3076	83	2	fiber	fiber	NOUN
fis-3076	83	3	-	-	PUNCT
fis-3076	83	4	reinforced	reinforce	VERB
fis-3076	83	5	polymer	polymer	NOUN
fis-3076	83	6	strips	strip	NOUN
fis-3076	83	7	were	be	AUX
fis-3076	83	8	used	use	VERB
fis-3076	83	9	to	to	PART
fis-3076	83	10	strengthen	strengthen	VERB
fis-3076	83	11	the	the	DET
fis-3076	83	12	beam	beam	NOUN
fis-3076	83	13	.	.	PUNCT
fis-3076	84	1	the	the	DET
fis-3076	84	2	experimental	experimental	ADJ
fis-3076	84	3	results	result	NOUN
fis-3076	84	4	showed	show	VERB
fis-3076	84	5	that	that	SCONJ
fis-3076	84	6	the	the	DET
fis-3076	84	7	strengthened	strengthen	VERB
fis-3076	84	8	beam	beam	NOUN
fis-3076	84	9	with	with	ADP
fis-3076	84	10	cfrp	cfrp	NOUN
fis-3076	84	11	layer	layer	NOUN
fis-3076	84	12	is	be	AUX
fis-3076	84	13	better	well	ADJ
fis-3076	84	14	than	than	ADP
fis-3076	84	15	the	the	DET
fis-3076	84	16	control	control	NOUN
fis-3076	84	17	beam	beam	NOUN
fis-3076	84	18	against	against	ADP
fis-3076	84	19	impact	impact	NOUN
fis-3076	84	20	loads	load	NOUN
fis-3076	84	21	.	.	PUNCT
fis-3076	85	1	from	from	ADP
fis-3076	85	2	the	the	DET
fis-3076	85	3	analysis	analysis	NOUN
fis-3076	85	4	of	of	ADP
fis-3076	85	5	the	the	DET
fis-3076	85	6	available	available	ADJ
fis-3076	85	7	literature	literature	NOUN
fis-3076	85	8	,	,	PUNCT
fis-3076	85	9	it	it	PRON
fis-3076	85	10	can	can	AUX
fis-3076	85	11	be	be	AUX
fis-3076	85	12	concluded	conclude	VERB
fis-3076	85	13	that	that	SCONJ
fis-3076	85	14	the	the	DET
fis-3076	85	15	finite	finite	ADJ
fis-3076	85	16	element	element	NOUN
fis-3076	85	17	analysis	analysis	NOUN
fis-3076	85	18	(	(	PUNCT
fis-3076	85	19	fea	fea	NOUN
fis-3076	85	20	)	)	PUNCT
fis-3076	85	21	can	can	AUX
fis-3076	85	22	be	be	AUX
fis-3076	85	23	considered	consider	VERB
fis-3076	85	24	as	as	ADP
fis-3076	85	25	a	a	DET
fis-3076	85	26	reliable	reliable	ADJ
fis-3076	85	27	alternative	alternative	NOUN
fis-3076	85	28	to	to	ADP
fis-3076	85	29	the	the	DET
fis-3076	85	30	expensive	expensive	ADJ
fis-3076	85	31	and	and	CCONJ
fis-3076	85	32	time	time	NOUN
fis-3076	85	33	-	-	PUNCT
fis-3076	85	34	consuming	consume	VERB
fis-3076	85	35	experimental	experimental	ADJ
fis-3076	85	36	approach	approach	NOUN
fis-3076	85	37	.	.	PUNCT
fis-3076	86	1	moreover	moreover	ADV
fis-3076	86	2	,	,	PUNCT
fis-3076	86	3	more	more	ADJ
fis-3076	86	4	research	research	NOUN
fis-3076	86	5	still	still	ADV
fis-3076	86	6	required	require	VERB
fis-3076	86	7	to	to	PART
fis-3076	86	8	investigate	investigate	VERB
fis-3076	86	9	the	the	DET
fis-3076	86	10	behavior	behavior	NOUN
fis-3076	86	11	of	of	ADP
fis-3076	86	12	rc	rc	PROPN
fis-3076	86	13	beams	beam	NOUN
fis-3076	86	14	strengthened	strengthen	VERB
fis-3076	86	15	with	with	ADP
fis-3076	86	16	frp	frp	PROPN
fis-3076	86	17	materials	material	NOUN
fis-3076	86	18	.	.	PUNCT
fis-3076	87	1	for	for	ADP
fis-3076	87	2	this	this	PRON
fis-3076	87	3	,	,	PUNCT
fis-3076	87	4	this	this	DET
fis-3076	87	5	paper	paper	NOUN
fis-3076	87	6	investigates	investigate	VERB
fis-3076	87	7	numerically	numerically	ADV
fis-3076	87	8	the	the	DET
fis-3076	87	9	flexural	flexural	ADJ
fis-3076	87	10	response	response	NOUN
fis-3076	87	11	of	of	ADP
fis-3076	87	12	rc	rc	PROPN
fis-3076	87	13	beams	beam	NOUN
fis-3076	87	14	strengthened	strengthen	VERB
fis-3076	87	15	using	use	VERB
fis-3076	87	16	cfrp	cfrp	ADJ
fis-3076	87	17	sheets	sheet	NOUN
fis-3076	87	18	under	under	ADP
fis-3076	87	19	impact	impact	NOUN
fis-3076	87	20	loading	loading	NOUN
fis-3076	87	21	.	.	PUNCT
fis-3076	88	1	a	a	DET
fis-3076	88	2	three	three	NUM
fis-3076	88	3	-	-	PUNCT
fis-3076	88	4	dimensional	dimensional	ADJ
fis-3076	88	5	finite	finite	ADJ
fis-3076	88	6	element	element	NOUN
fis-3076	88	7	model	model	NOUN
fis-3076	88	8	(	(	PUNCT
fis-3076	88	9	fem	fem	PROPN
fis-3076	88	10	)	)	PUNCT
fis-3076	88	11	was	be	AUX
fis-3076	88	12	developed	develop	VERB
fis-3076	88	13	,	,	PUNCT
fis-3076	88	14	and	and	CCONJ
fis-3076	88	15	the	the	DET
fis-3076	88	16	obtained	obtain	VERB
fis-3076	88	17	results	result	NOUN
fis-3076	88	18	were	be	AUX
fis-3076	88	19	validated	validate	VERB
fis-3076	88	20	against	against	ADP
fis-3076	88	21	experimental	experimental	ADJ
fis-3076	88	22	results	result	NOUN
fis-3076	88	23	available	available	ADJ
fis-3076	88	24	in	in	ADP
fis-3076	88	25	the	the	DET
fis-3076	88	26	literature	literature	NOUN
fis-3076	88	27	.	.	PUNCT
fis-3076	89	1	then	then	ADV
fis-3076	89	2	a	a	DET
fis-3076	89	3	parametric	parametric	ADJ
fis-3076	89	4	study	study	NOUN
fis-3076	89	5	was	be	AUX
fis-3076	89	6	performed	perform	VERB
fis-3076	89	7	considering	consider	VERB
fis-3076	89	8	the	the	DET
fis-3076	89	9	flexural	flexural	ADJ
fis-3076	89	10	reinforcement	reinforcement	NOUN
fis-3076	89	11	type	type	NOUN
fis-3076	89	12	,	,	PUNCT
fis-3076	89	13	the	the	DET
fis-3076	89	14	diameter	diameter	NOUN
fis-3076	89	15	of	of	ADP
fis-3076	89	16	reinforcing	reinforce	VERB
fis-3076	89	17	steel	steel	NOUN
fis-3076	89	18	rebars	rebar	NOUN
fis-3076	89	19	,	,	PUNCT
fis-3076	89	20	cfrp	cfrp	NOUN
fis-3076	89	21	sheet	sheet	NOUN
fis-3076	89	22	width	width	NOUN
fis-3076	89	23	,	,	PUNCT
fis-3076	89	24	and	and	CCONJ
fis-3076	89	25	the	the	DET
fis-3076	89	26	bonded	bond	VERB
fis-3076	89	27	length	length	NOUN
fis-3076	89	28	of	of	ADP
fis-3076	89	29	the	the	DET
fis-3076	89	30	cfrp	cfrp	NOUN
fis-3076	89	31	.	.	PUNCT
fis-3076	90	1	(	(	PUNCT
fis-3076	90	2	a	a	X
fis-3076	90	3	)	)	PUNCT
fis-3076	90	4	(	(	PUNCT
fis-3076	90	5	b	b	X
fis-3076	90	6	)	)	PUNCT
fis-3076	90	7	figure	figure	NOUN
fis-3076	90	8	1	1	NUM
fis-3076	90	9	:	:	PUNCT
fis-3076	90	10	details	detail	NOUN
fis-3076	90	11	of	of	ADP
fis-3076	90	12	cfrp	cfrp	PROPN
fis-3076	90	13	strengthened	strengthen	VERB
fis-3076	90	14	rc	rc	PROPN
fis-3076	90	15	beam	beam	NOUN
fis-3076	90	16	specimens	specimen	NOUN
fis-3076	91	1	[	[	X
fis-3076	91	2	19	19	NUM
fis-3076	91	3	]	]	X
fis-3076	91	4	:	:	PUNCT
fis-3076	91	5	(	(	PUNCT
fis-3076	91	6	a	a	X
fis-3076	91	7	)	)	PUNCT
fis-3076	91	8	longitudinal	longitudinal	ADJ
fis-3076	91	9	section	section	NOUN
fis-3076	91	10	,	,	PUNCT
fis-3076	91	11	and	and	CCONJ
fis-3076	91	12	(	(	PUNCT
fis-3076	91	13	b	b	NOUN
fis-3076	91	14	)	)	PUNCT
fis-3076	91	15	cross	cross	NOUN
fis-3076	91	16	-	-	NOUN
fis-3076	91	17	sections	section	NOUN
fis-3076	91	18	.	.	PUNCT
fis-3076	92	1	experimental	experimental	ADJ
fis-3076	92	2	work	work	NOUN
fis-3076	92	3	n	n	DET
fis-3076	92	4	experimental	experimental	ADJ
fis-3076	92	5	study	study	NOUN
fis-3076	92	6	available	available	ADJ
fis-3076	92	7	in	in	ADP
fis-3076	92	8	the	the	DET
fis-3076	92	9	literature	literature	NOUN
fis-3076	92	10	[	[	X
fis-3076	92	11	19	19	NUM
fis-3076	92	12	]	]	PUNCT
fis-3076	92	13	was	be	AUX
fis-3076	92	14	used	use	VERB
fis-3076	92	15	to	to	PART
fis-3076	92	16	verify	verify	VERB
fis-3076	92	17	and	and	CCONJ
fis-3076	92	18	validate	validate	VERB
fis-3076	92	19	the	the	DET
fis-3076	92	20	numerical	numerical	ADJ
fis-3076	92	21	model	model	NOUN
fis-3076	92	22	.	.	PUNCT
fis-3076	93	1	in	in	ADP
fis-3076	93	2	this	this	DET
fis-3076	93	3	study	study	NOUN
fis-3076	93	4	,	,	PUNCT
fis-3076	93	5	a	a	DET
fis-3076	93	6	series	series	NOUN
fis-3076	93	7	of	of	ADP
fis-3076	93	8	cfrp	cfrp	PROPN
fis-3076	93	9	strengthened	strengthen	VERB
fis-3076	93	10	rc	rc	PROPN
fis-3076	93	11	beams	beam	NOUN
fis-3076	93	12	were	be	AUX
fis-3076	93	13	tested	test	VERB
fis-3076	93	14	under	under	ADP
fis-3076	93	15	impact	impact	NOUN
fis-3076	93	16	load	load	NOUN
fis-3076	93	17	.	.	PUNCT
fis-3076	94	1	the	the	DET
fis-3076	94	2	rectangular	rectangular	ADJ
fis-3076	94	3	beam	beam	NOUN
fis-3076	94	4	had	have	VERB
fis-3076	94	5	dimensions	dimension	NOUN
fis-3076	94	6	of	of	ADP
fis-3076	94	7	150	150	NUM
fis-3076	94	8	mm	mm	NOUN
fis-3076	94	9	,	,	PUNCT
fis-3076	94	10	250	250	NUM
fis-3076	94	11	mm	mm	NOUN
fis-3076	94	12	and	and	CCONJ
fis-3076	94	13	2200	2200	NUM
fis-3076	94	14	mm	mm	NOUN
fis-3076	94	15	for	for	ADP
fis-3076	94	16	the	the	DET
fis-3076	94	17	width	width	ADJ
fis-3076	94	18	,	,	PUNCT
fis-3076	94	19	height	height	NOUN
fis-3076	94	20	and	and	CCONJ
fis-3076	94	21	total	total	ADJ
fis-3076	94	22	length	length	NOUN
fis-3076	94	23	,	,	PUNCT
fis-3076	94	24	respectively	respectively	ADV
fis-3076	94	25	,	,	PUNCT
fis-3076	94	26	with	with	ADP
fis-3076	94	27	a	a	DET
fis-3076	94	28	clear	clear	ADJ
fis-3076	94	29	span	span	NOUN
fis-3076	94	30	of	of	ADP
fis-3076	94	31	1900	1900	NUM
fis-3076	94	32	mm	mm	NOUN
fis-3076	94	33	between	between	ADP
fis-3076	94	34	supports	support	NOUN
fis-3076	94	35	as	as	SCONJ
fis-3076	94	36	shown	show	VERB
fis-3076	94	37	in	in	ADP
fis-3076	94	38	fig	fig	NOUN
fis-3076	94	39	.	.	PUNCT
fis-3076	95	1	1	1	X
fis-3076	95	2	.	.	X
fis-3076	96	1	at	at	ADP
fis-3076	96	2	28	28	NUM
fis-3076	96	3	days	day	NOUN
fis-3076	96	4	of	of	ADP
fis-3076	96	5	age	age	NOUN
fis-3076	96	6	,	,	PUNCT
fis-3076	96	7	the	the	DET
fis-3076	96	8	concrete	concrete	ADJ
fis-3076	96	9	compressive	compressive	ADJ
fis-3076	96	10	strength	strength	NOUN
fis-3076	96	11	was	be	AUX
fis-3076	96	12	46	46	NUM
fis-3076	96	13	mpa	mpa	NOUN
fis-3076	96	14	.	.	PUNCT
fis-3076	97	1	two	two	NUM
fis-3076	97	2	steel	steel	NOUN
fis-3076	97	3	bars	bar	NOUN
fis-3076	97	4	with	with	ADP
fis-3076	97	5	a	a	DET
fis-3076	97	6	diameter	diameter	NOUN
fis-3076	97	7	of	of	ADP
fis-3076	97	8	12	12	NUM
fis-3076	97	9	mm	mm	NOUN
fis-3076	97	10	were	be	AUX
fis-3076	97	11	used	use	VERB
fis-3076	97	12	at	at	ADP
fis-3076	97	13	the	the	DET
fis-3076	97	14	top	top	NOUN
fis-3076	97	15	of	of	ADP
fis-3076	97	16	the	the	DET
fis-3076	97	17	beam	beam	NOUN
fis-3076	97	18	,	,	PUNCT
fis-3076	97	19	while	while	SCONJ
fis-3076	97	20	two	two	NUM
fis-3076	97	21	steel	steel	NOUN
fis-3076	97	22	bars	bar	NOUN
fis-3076	97	23	with	with	ADP
fis-3076	97	24	a	a	DET
fis-3076	97	25	diameter	diameter	NOUN
fis-3076	97	26	of	of	ADP
fis-3076	97	27	10	10	NUM
fis-3076	97	28	mm	mm	NOUN
fis-3076	97	29	were	be	AUX
fis-3076	97	30	used	use	VERB
fis-3076	97	31	to	to	PART
fis-3076	97	32	reinforce	reinforce	VERB
fis-3076	97	33	the	the	DET
fis-3076	97	34	bottom	bottom	NOUN
fis-3076	97	35	of	of	ADP
fis-3076	97	36	the	the	DET
fis-3076	97	37	beam	beam	NOUN
fis-3076	97	38	.	.	PUNCT
fis-3076	98	1	for	for	ADP
fis-3076	98	2	shear	shear	NOUN
fis-3076	98	3	reinforcement	reinforcement	NOUN
fis-3076	98	4	,	,	PUNCT
fis-3076	98	5	10	10	NUM
fis-3076	98	6	mm	mm	NOUN
fis-3076	98	7	steel	steel	NOUN
fis-3076	98	8	bars	bar	NOUN
fis-3076	98	9	were	be	AUX
fis-3076	98	10	used	use	VERB
fis-3076	98	11	.	.	PUNCT
fis-3076	99	1	for	for	ADP
fis-3076	99	2	the	the	DET
fis-3076	99	3	total	total	ADJ
fis-3076	99	4	beam	beam	NOUN
fis-3076	99	5	length	length	NOUN
fis-3076	99	6	,	,	PUNCT
fis-3076	99	7	a	a	DET
fis-3076	99	8	m.	m.	NOUN
fis-3076	99	9	emara	emara	PROPN
fis-3076	99	10	et	et	PROPN
fis-3076	99	11	alii	alii	PROPN
fis-3076	99	12	,	,	PUNCT
fis-3076	99	13	frattura	frattura	PROPN
fis-3076	99	14	ed	ed	PROPN
fis-3076	99	15	integrità	integrità	PROPN
fis-3076	99	16	strutturale	strutturale	PROPN
fis-3076	99	17	,	,	PUNCT
fis-3076	99	18	58	58	NUM
fis-3076	99	19	(	(	PUNCT
fis-3076	99	20	2021	2021	NUM
fis-3076	99	21	)	)	PUNCT
fis-3076	99	22	48	48	NUM
fis-3076	99	23	-	-	SYM
fis-3076	99	24	64	64	NUM
fis-3076	99	25	;	;	PUNCT
fis-3076	99	26	doi	doi	NOUN
fis-3076	99	27	:	:	PUNCT
fis-3076	99	28	10.3221	10.3221	NUM
fis-3076	99	29	/	/	SYM
fis-3076	99	30	igf	igf	PROPN
fis-3076	99	31	-	-	PUNCT
fis-3076	99	32	esis.58.04	esis.58.04	PROPN
fis-3076	99	33	51	51	NUM
fis-3076	99	34	the	the	DET
fis-3076	99	35	distance	distance	NOUN
fis-3076	99	36	between	between	ADP
fis-3076	99	37	the	the	DET
fis-3076	99	38	stirrups	stirrup	NOUN
fis-3076	99	39	was	be	AUX
fis-3076	99	40	125	125	NUM
fis-3076	99	41	mm	mm	NOUN
fis-3076	99	42	.	.	PUNCT
fis-3076	100	1	steel	steel	NOUN
fis-3076	100	2	reinforcement	reinforcement	NOUN
fis-3076	100	3	yield	yield	NOUN
fis-3076	100	4	strengths	strength	NOUN
fis-3076	100	5	(	(	PUNCT
fis-3076	100	6	d12	d12	PROPN
fis-3076	100	7	,	,	PUNCT
fis-3076	100	8	d10	d10	PROPN
fis-3076	100	9	)	)	PUNCT
fis-3076	100	10	were	be	AUX
fis-3076	100	11	500	500	NUM
fis-3076	100	12	and	and	CCONJ
fis-3076	100	13	250	250	NUM
fis-3076	100	14	mpa	mpa	NOUN
fis-3076	100	15	,	,	PUNCT
fis-3076	100	16	respectively	respectively	ADV
fis-3076	100	17	.	.	PUNCT
fis-3076	101	1	the	the	DET
fis-3076	101	2	beam	beam	NOUN
fis-3076	101	3	was	be	AUX
fis-3076	101	4	strengthened	strengthen	VERB
fis-3076	101	5	in	in	ADP
fis-3076	101	6	flexure	flexure	NOUN
fis-3076	101	7	by	by	ADP
fis-3076	101	8	an	an	DET
fis-3076	101	9	externally	externally	ADV
fis-3076	101	10	bonded	bond	VERB
fis-3076	101	11	cfrp	cfrp	PROPN
fis-3076	101	12	sheet	sheet	NOUN
fis-3076	101	13	,	,	PUNCT
fis-3076	101	14	with	with	ADP
fis-3076	101	15	a	a	DET
fis-3076	101	16	nominal	nominal	ADJ
fis-3076	101	17	thickness	thickness	NOUN
fis-3076	101	18	of	of	ADP
fis-3076	101	19	0.45	0.45	NUM
fis-3076	101	20	mm	mm	NOUN
fis-3076	101	21	,	,	PUNCT
fis-3076	101	22	the	the	DET
fis-3076	101	23	width	width	NOUN
fis-3076	101	24	of	of	ADP
fis-3076	101	25	the	the	DET
fis-3076	101	26	cfrp	cfrp	NOUN
fis-3076	101	27	layer	layer	NOUN
fis-3076	101	28	used	use	VERB
fis-3076	101	29	in	in	ADP
fis-3076	101	30	the	the	DET
fis-3076	101	31	experiments	experiment	NOUN
fis-3076	101	32	was	be	AUX
fis-3076	101	33	75	75	NUM
fis-3076	101	34	mm	mm	NOUN
fis-3076	101	35	.	.	PUNCT
fis-3076	102	1	the	the	DET
fis-3076	102	2	tensile	tensile	NOUN
fis-3076	102	3	strength	strength	NOUN
fis-3076	102	4	and	and	CCONJ
fis-3076	102	5	elastic	elastic	ADJ
fis-3076	102	6	modulus	modulus	NOUN
fis-3076	102	7	of	of	ADP
fis-3076	102	8	the	the	DET
fis-3076	102	9	cfrp	cfrp	NOUN
fis-3076	102	10	sheets	sheet	NOUN
fis-3076	102	11	were	be	AUX
fis-3076	102	12	1548	1548	NUM
fis-3076	102	13	mpa	mpa	NOUN
fis-3076	102	14	and	and	CCONJ
fis-3076	102	15	89	89	NUM
fis-3076	102	16	gpa	gpa	PROPN
fis-3076	102	17	,	,	PUNCT
fis-3076	102	18	respectively	respectively	ADV
fis-3076	102	19	.	.	PUNCT
fis-3076	103	1	in	in	ADP
fis-3076	103	2	this	this	DET
fis-3076	103	3	analysis	analysis	NOUN
fis-3076	103	4	,	,	PUNCT
fis-3076	103	5	two	two	NUM
fis-3076	103	6	samples	sample	NOUN
fis-3076	103	7	were	be	AUX
fis-3076	103	8	selected	select	VERB
fis-3076	103	9	to	to	PART
fis-3076	103	10	be	be	AUX
fis-3076	103	11	simulated	simulate	VERB
fis-3076	103	12	and	and	CCONJ
fis-3076	103	13	verified	verify	VERB
fis-3076	103	14	.	.	PUNCT
fis-3076	104	1	the	the	DET
fis-3076	104	2	two	two	NUM
fis-3076	104	3	samples	sample	NOUN
fis-3076	104	4	were	be	AUX
fis-3076	104	5	an	an	DET
fis-3076	104	6	un	un	ADJ
fis-3076	104	7	-	-	ADJ
fis-3076	104	8	strengthened	strengthened	ADJ
fis-3076	104	9	sample	sample	NOUN
fis-3076	104	10	(	(	PUNCT
fis-3076	104	11	control	control	NOUN
fis-3076	104	12	beam	beam	NOUN
fis-3076	104	13	(	(	PUNCT
fis-3076	104	14	rb	rb	NOUN
fis-3076	104	15	)	)	PUNCT
fis-3076	104	16	)	)	PUNCT
fis-3076	104	17	,	,	PUNCT
fis-3076	104	18	and	and	CCONJ
fis-3076	104	19	a	a	DET
fis-3076	104	20	strengthened	strengthen	VERB
fis-3076	104	21	sample	sample	NOUN
fis-3076	104	22	(	(	PUNCT
fis-3076	104	23	nl1b	nl1b	NOUN
fis-3076	104	24	)	)	PUNCT
fis-3076	104	25	with	with	ADP
fis-3076	104	26	cfrp	cfrp	NOUN
fis-3076	104	27	sheet	sheet	NOUN
fis-3076	104	28	in	in	ADP
fis-3076	104	29	the	the	DET
fis-3076	104	30	longitudinal	longitudinal	ADJ
fis-3076	104	31	direction	direction	NOUN
fis-3076	104	32	.	.	PUNCT
fis-3076	105	1	the	the	DET
fis-3076	105	2	impact	impact	NOUN
fis-3076	105	3	experiments	experiment	NOUN
fis-3076	105	4	were	be	AUX
fis-3076	105	5	conducted	conduct	VERB
fis-3076	105	6	out	out	ADP
fis-3076	105	7	by	by	ADP
fis-3076	105	8	dropping	drop	VERB
fis-3076	105	9	a	a	DET
fis-3076	105	10	mass	mass	NOUN
fis-3076	105	11	from	from	ADP
fis-3076	105	12	a	a	DET
fis-3076	105	13	particular	particular	ADJ
fis-3076	105	14	height	height	NOUN
fis-3076	105	15	onto	onto	ADP
fis-3076	105	16	the	the	DET
fis-3076	105	17	mid	mid	NOUN
fis-3076	105	18	-	-	NOUN
fis-3076	105	19	span	span	NOUN
fis-3076	105	20	of	of	ADP
fis-3076	105	21	the	the	DET
fis-3076	105	22	beams	beam	NOUN
fis-3076	105	23	.	.	PUNCT
fis-3076	106	1	a	a	DET
fis-3076	106	2	solid	solid	ADJ
fis-3076	106	3	cylinder	cylinder	NOUN
fis-3076	106	4	,	,	PUNCT
fis-3076	106	5	of	of	ADP
fis-3076	106	6	203.5	203.5	NUM
fis-3076	106	7	kg	kg	NOUN
fis-3076	106	8	weight	weight	NOUN
fis-3076	106	9	,	,	PUNCT
fis-3076	106	10	was	be	AUX
fis-3076	106	11	lowered	lower	VERB
fis-3076	106	12	from	from	ADP
fis-3076	106	13	a	a	DET
fis-3076	106	14	vertical	vertical	ADJ
fis-3076	106	15	height	height	NOUN
fis-3076	106	16	of	of	ADP
fis-3076	106	17	2	2	NUM
fis-3076	106	18	m	m	NOUN
fis-3076	106	19	at	at	ADP
fis-3076	106	20	mid	mid	NOUN
fis-3076	106	21	-	-	NOUN
fis-3076	106	22	span	span	NOUN
fis-3076	106	23	to	to	PART
fis-3076	106	24	achieve	achieve	VERB
fis-3076	106	25	a	a	DET
fis-3076	106	26	velocity	velocity	NOUN
fis-3076	106	27	of	of	ADP
fis-3076	106	28	6.3	6.3	NUM
fis-3076	106	29	m	m	PROPN
fis-3076	106	30	/	/	SYM
fis-3076	106	31	sec	sec	PROPN
fis-3076	106	32	.	.	PROPN
fis-3076	106	33	numerical	numerical	PROPN
fis-3076	106	34	modeling	modeling	PROPN
fis-3076	106	35	materials	material	NOUN
fis-3076	106	36	constitutive	constitutive	ADJ
fis-3076	106	37	models	model	NOUN
fis-3076	106	38	nown	nown	ADJ
fis-3076	106	39	geometry	geometry	NOUN
fis-3076	106	40	and	and	CCONJ
fis-3076	106	41	mechanical	mechanical	ADJ
fis-3076	106	42	properties	property	NOUN
fis-3076	106	43	of	of	ADP
fis-3076	106	44	materials	material	NOUN
fis-3076	106	45	are	be	AUX
fis-3076	106	46	needed	need	VERB
fis-3076	106	47	for	for	ADP
fis-3076	106	48	abaqus	abaqus	NOUN
fis-3076	106	49	inputs	input	NOUN
fis-3076	106	50	,	,	PUNCT
fis-3076	106	51	particularly	particularly	ADV
fis-3076	106	52	for	for	ADP
fis-3076	106	53	concrete	concrete	ADJ
fis-3076	106	54	materials	material	NOUN
fis-3076	106	55	.	.	PUNCT
fis-3076	107	1	typically	typically	ADV
fis-3076	107	2	,	,	PUNCT
fis-3076	107	3	concrete	concrete	ADJ
fis-3076	107	4	parameters	parameter	NOUN
fis-3076	107	5	are	be	AUX
fis-3076	107	6	based	base	VERB
fis-3076	107	7	on	on	ADP
fis-3076	107	8	empirical	empirical	ADJ
fis-3076	107	9	equations	equation	NOUN
fis-3076	107	10	linking	link	VERB
fis-3076	107	11	stress	stress	NOUN
fis-3076	107	12	to	to	ADP
fis-3076	107	13	their	their	PRON
fis-3076	107	14	corresponding	corresponding	ADJ
fis-3076	107	15	strains	strain	NOUN
fis-3076	107	16	.	.	PUNCT
fis-3076	108	1	in	in	ADP
fis-3076	108	2	this	this	DET
fis-3076	108	3	research	research	NOUN
fis-3076	108	4	,	,	PUNCT
fis-3076	108	5	the	the	DET
fis-3076	108	6	principles	principle	NOUN
fis-3076	108	7	of	of	ADP
fis-3076	108	8	the	the	DET
fis-3076	108	9	concrete	concrete	ADJ
fis-3076	108	10	damage	damage	NOUN
fis-3076	108	11	plasticity	plasticity	NOUN
fis-3076	108	12	model	model	NOUN
fis-3076	108	13	(	(	PUNCT
fis-3076	108	14	cdp	cdp	X
fis-3076	108	15	)	)	PUNCT
fis-3076	109	1	[	[	X
fis-3076	109	2	20	20	NUM
fis-3076	109	3	-	-	SYM
fis-3076	109	4	23	23	NUM
fis-3076	109	5	]	]	PUNCT
fis-3076	109	6	were	be	AUX
fis-3076	109	7	used	use	VERB
fis-3076	109	8	to	to	PART
fis-3076	109	9	link	link	VERB
fis-3076	109	10	stresses	stress	NOUN
fis-3076	109	11	to	to	ADP
fis-3076	109	12	strains	strain	NOUN
fis-3076	109	13	.	.	PUNCT
fis-3076	110	1	due	due	ADP
fis-3076	110	2	to	to	ADP
fis-3076	110	3	their	their	PRON
fis-3076	110	4	versatile	versatile	ADJ
fis-3076	110	5	utility	utility	NOUN
fis-3076	110	6	,	,	PUNCT
fis-3076	110	7	the	the	DET
fis-3076	110	8	cdp	cdp	NOUN
fis-3076	110	9	model	model	NOUN
fis-3076	110	10	has	have	AUX
fis-3076	110	11	been	be	AUX
fis-3076	110	12	used	use	VERB
fis-3076	110	13	in	in	ADP
fis-3076	110	14	various	various	ADJ
fis-3076	110	15	types	type	NOUN
fis-3076	110	16	of	of	ADP
fis-3076	110	17	loading	loading	NOUN
fis-3076	110	18	conditions	condition	NOUN
fis-3076	110	19	for	for	ADP
fis-3076	110	20	instance	instance	NOUN
fis-3076	110	21	:	:	PUNCT
fis-3076	110	22	static	static	ADJ
fis-3076	110	23	,	,	PUNCT
fis-3076	110	24	dynamic	dynamic	ADJ
fis-3076	110	25	or	or	CCONJ
fis-3076	110	26	monotonic	monotonic	ADJ
fis-3076	110	27	and	and	CCONJ
fis-3076	110	28	cyclic	cyclic	ADJ
fis-3076	110	29	loadings	loading	NOUN
fis-3076	110	30	.	.	PUNCT
fis-3076	111	1	compressive	compressive	ADJ
fis-3076	111	2	and	and	CCONJ
fis-3076	111	3	tensile	tensile	VERB
fis-3076	111	4	stress	stress	NOUN
fis-3076	111	5	-	-	PUNCT
fis-3076	111	6	strain	strain	NOUN
fis-3076	111	7	under	under	ADP
fis-3076	111	8	its	its	PRON
fis-3076	111	9	damage	damage	NOUN
fis-3076	111	10	states	state	NOUN
fis-3076	111	11	is	be	AUX
fis-3076	111	12	considered	consider	VERB
fis-3076	111	13	by	by	ADP
fis-3076	111	14	the	the	DET
fis-3076	111	15	model	model	NOUN
fis-3076	111	16	.	.	PUNCT
fis-3076	112	1	for	for	SCONJ
fis-3076	112	2	the	the	DET
fis-3076	112	3	cdp	cdp	PROPN
fis-3076	112	4	model	model	NOUN
fis-3076	112	5	available	available	ADJ
fis-3076	112	6	in	in	ADP
fis-3076	112	7	abaqus	abaqus	NOUN
fis-3076	112	8	,	,	PUNCT
fis-3076	112	9	fig	fig	NOUN
fis-3076	112	10	.	.	PUNCT
fis-3076	112	11	2	2	NUM
fis-3076	112	12	is	be	AUX
fis-3076	112	13	used	use	VERB
fis-3076	112	14	to	to	PART
fis-3076	112	15	identify	identify	VERB
fis-3076	112	16	the	the	DET
fis-3076	112	17	post	post	ADJ
fis-3076	112	18	-	-	ADJ
fis-3076	112	19	failure	failure	ADJ
fis-3076	112	20	stress	stress	NOUN
fis-3076	112	21	-	-	PUNCT
fis-3076	112	22	strain	strain	NOUN
fis-3076	112	23	interaction	interaction	NOUN
fis-3076	112	24	of	of	ADP
fis-3076	112	25	concrete	concrete	NOUN
fis-3076	112	26	.	.	PUNCT
fis-3076	113	1	young	young	PROPN
fis-3076	113	2	's	's	PART
fis-3076	113	3	modulus	modulus	NOUN
fis-3076	113	4	(	(	PUNCT
fis-3076	113	5	εo	εo	NOUN
fis-3076	113	6	)	)	PUNCT
fis-3076	113	7	,	,	PUNCT
fis-3076	113	8	stress	stress	NOUN
fis-3076	113	9	(	(	PUNCT
fis-3076	113	10	σt	σt	NOUN
fis-3076	113	11	)	)	PUNCT
fis-3076	113	12	,	,	PUNCT
fis-3076	113	13	cracking	crack	VERB
fis-3076	113	14	strain	strain	NOUN
fis-3076	113	15	(	(	PUNCT
fis-3076	113	16	εck	εck	NOUN
fis-3076	113	17	)	)	PUNCT
fis-3076	113	18	and	and	CCONJ
fis-3076	113	19	the	the	DET
fis-3076	113	20	damage	damage	NOUN
fis-3076	113	21	parameter	parameter	NOUN
fis-3076	113	22	values	value	NOUN
fis-3076	113	23	(	(	PUNCT
fis-3076	113	24	dt	dt	NOUN
fis-3076	113	25	and	and	CCONJ
fis-3076	113	26	dc	dc	PROPN
fis-3076	113	27	)	)	PUNCT
fis-3076	113	28	for	for	ADP
fis-3076	113	29	the	the	DET
fis-3076	113	30	specific	specific	ADJ
fis-3076	113	31	concrete	concrete	ADJ
fis-3076	113	32	grade	grade	NOUN
fis-3076	113	33	were	be	AUX
fis-3076	113	34	the	the	DET
fis-3076	113	35	input	input	NOUN
fis-3076	113	36	parameters	parameter	NOUN
fis-3076	113	37	.	.	PUNCT
fis-3076	114	1	the	the	DET
fis-3076	114	2	cracking	crack	VERB
fis-3076	114	3	strain	strain	NOUN
fis-3076	114	4	(	(	PUNCT
fis-3076	114	5	εck	εck	NOUN
fis-3076	114	6	)	)	PUNCT
fis-3076	114	7	can	can	AUX
fis-3076	114	8	be	be	AUX
fis-3076	114	9	determined	determine	VERB
fis-3076	114	10	by	by	ADP
fis-3076	114	11	eqn	eqn	NOUN
fis-3076	114	12	.	.	PUNCT
fis-3076	115	1	(	(	PUNCT
fis-3076	115	2	1	1	NUM
fis-3076	115	3	)	)	PUNCT
fis-3076	115	4	.	.	PUNCT
fis-3076	116	1			PRON
fis-3076	116	2	ck	ck	PROPN
fis-3076	116	3	t	t	NOUN
fis-3076	116	4	elε	elε	NOUN
fis-3076	116	5	ε	ε	PROPN
fis-3076	116	6	ε	ε	PROPN
fis-3076	116	7	(	(	PUNCT
fis-3076	116	8	1	1	NUM
fis-3076	116	9	)	)	PUNCT
fis-3076	116	10	where	where	SCONJ
fis-3076	116	11	the	the	DET
fis-3076	116	12	elastic	elastic	ADJ
fis-3076	116	13	-	-	PUNCT
fis-3076	116	14	strain	strain	NOUN
fis-3076	116	15	referring	refer	VERB
fis-3076	116	16	to	to	ADP
fis-3076	116	17	the	the	DET
fis-3076	116	18	undamaged	undamaged	ADJ
fis-3076	116	19	material	material	NOUN
fis-3076	116	20	is	be	AUX
fis-3076	116	21	εel=	εel=	PROPN
fis-3076	116	22	σt/	σt/	ADJ
fis-3076	116	23	εo	εo	NOUN
fis-3076	116	24	,	,	PUNCT
fis-3076	116	25	and	and	CCONJ
fis-3076	116	26	εt	εt	PROPN
fis-3076	116	27	is	be	AUX
fis-3076	116	28	the	the	DET
fis-3076	116	29	total	total	ADJ
fis-3076	116	30	tensile	tensile	NOUN
fis-3076	116	31	strain	strain	NOUN
fis-3076	116	32	.	.	PUNCT
fis-3076	117	1	furthermore	furthermore	ADV
fis-3076	117	2	,	,	PUNCT
fis-3076	117	3	the	the	DET
fis-3076	117	4	plastic	plastic	ADJ
fis-3076	117	5	strain	strain	NOUN
fis-3076	117	6	(	(	PUNCT
fis-3076	117	7	εpl	εpl	NOUN
fis-3076	117	8	)	)	PUNCT
fis-3076	117	9	for	for	ADP
fis-3076	117	10	concrete	concrete	ADJ
fis-3076	117	11	tensile	tensile	NOUN
fis-3076	117	12	behavior	behavior	NOUN
fis-3076	117	13	can	can	AUX
fis-3076	117	14	be	be	AUX
fis-3076	117	15	defined	define	VERB
fis-3076	117	16	as	as	SCONJ
fis-3076	117	17	shown	show	VERB
fis-3076	117	18	in	in	ADP
fis-3076	117	19	eqn	eqn	NOUN
fis-3076	117	20	.	.	PUNCT
fis-3076	118	1	(	(	PUNCT
fis-3076	118	2	2	2	NUM
fis-3076	118	3	):	):	PUNCT
fis-3076	118	4			NUM
fis-3076	118	5			PROPN
fis-3076	118	6			PROPN
fis-3076	118	7	t	t	PROPN
fis-3076	118	8	t	t	PROPN
fis-3076	118	9	pl	pl	X
fis-3076	118	10	ck	ck	PROPN
fis-3076	118	11	t	t	PROPN
fis-3076	118	12	d	d	PROPN
fis-3076	118	13	σ	σ	X
fis-3076	118	14	ε	ε	PROPN
fis-3076	118	15	ε	ε	PROPN
fis-3076	118	16	d	d	X
fis-3076	118	17	e01	e01	X
fis-3076	118	18	(	(	PUNCT
fis-3076	118	19	2	2	NUM
fis-3076	118	20	)	)	PUNCT
fis-3076	118	21	a	a	DET
fis-3076	118	22	generic	generic	ADJ
fis-3076	118	23	diagram	diagram	NOUN
fis-3076	118	24	of	of	ADP
fis-3076	118	25	the	the	DET
fis-3076	118	26	relationship	relationship	NOUN
fis-3076	118	27	between	between	ADP
fis-3076	118	28	compressive	compressive	ADJ
fis-3076	118	29	stress	stress	NOUN
fis-3076	118	30	-	-	PUNCT
fis-3076	118	31	strain	strain	NOUN
fis-3076	118	32	with	with	ADP
fis-3076	118	33	damage	damage	NOUN
fis-3076	118	34	properties	property	NOUN
fis-3076	118	35	is	be	AUX
fis-3076	118	36	shown	show	VERB
fis-3076	118	37	in	in	ADP
fis-3076	118	38	fig	fig	NOUN
fis-3076	118	39	.	.	PUNCT
fis-3076	119	1	2	2	NUM
fis-3076	119	2	(	(	PUNCT
fis-3076	119	3	a	a	NOUN
fis-3076	119	4	)	)	PUNCT
fis-3076	119	5	.	.	PUNCT
fis-3076	120	1	the	the	DET
fis-3076	120	2	inputs	input	NOUN
fis-3076	120	3	are	be	AUX
fis-3076	120	4	stresses	stress	NOUN
fis-3076	120	5	(	(	PUNCT
fis-3076	120	6	σc	σc	NOUN
fis-3076	120	7	)	)	PUNCT
fis-3076	120	8	that	that	PRON
fis-3076	120	9	lead	lead	VERB
fis-3076	120	10	to	to	ADP
fis-3076	120	11	stress	stress	NOUN
fis-3076	120	12	values	value	NOUN
fis-3076	120	13	and	and	CCONJ
fis-3076	120	14	damage	damage	NOUN
fis-3076	120	15	properties	property	NOUN
fis-3076	120	16	(	(	PUNCT
fis-3076	120	17	dc	dc	PROPN
fis-3076	120	18	)	)	PUNCT
fis-3076	120	19	with	with	ADP
fis-3076	120	20	inelastic	inelastic	ADJ
fis-3076	120	21	in	in	ADP
fis-3076	120	22	tabular	tabular	PROPN
fis-3076	120	23	format	format	NOUN
fis-3076	120	24	,	,	PUNCT
fis-3076	120	25	inelastic	inelastic	ADJ
fis-3076	120	26	strains	strain	NOUN
fis-3076	120	27	(	(	PUNCT
fis-3076	120	28	εin	εin	NOUN
fis-3076	120	29	)	)	PUNCT
fis-3076	120	30	.	.	PUNCT
fis-3076	121	1	it	it	PRON
fis-3076	121	2	should	should	AUX
fis-3076	121	3	be	be	AUX
fis-3076	121	4	noted	note	VERB
fis-3076	121	5	that	that	SCONJ
fis-3076	121	6	using	use	VERB
fis-3076	121	7	eqn	eqn	PRON
fis-3076	121	8	.	.	PUNCT
fis-3076	122	1	(	(	PUNCT
fis-3076	122	2	3	3	NUM
fis-3076	122	3	)	)	PUNCT
fis-3076	122	4	,	,	PUNCT
fis-3076	122	5	the	the	DET
fis-3076	122	6	total	total	ADJ
fis-3076	122	7	strain	strain	NOUN
fis-3076	122	8	values	value	NOUN
fis-3076	122	9	should	should	AUX
fis-3076	122	10	be	be	AUX
fis-3076	122	11	translated	translate	VERB
fis-3076	122	12	into	into	ADP
fis-3076	122	13	inelastic	inelastic	ADJ
fis-3076	122	14	strains	strain	NOUN
fis-3076	122	15	.	.	PUNCT
fis-3076	123	1			NUM
fis-3076	123	2	in	in	PROPN
fis-3076	123	3	c	c	PROPN
fis-3076	123	4	elε	elε	NOUN
fis-3076	123	5	ε	ε	PROPN
fis-3076	123	6	ε	ε	PROPN
fis-3076	123	7	(	(	PUNCT
fis-3076	123	8	3	3	NUM
fis-3076	123	9	)	)	PUNCT
fis-3076	123	10	where	where	SCONJ
fis-3076	123	11	εel	εel	PROPN
fis-3076	123	12	refers	refer	VERB
fis-3076	123	13	to	to	ADP
fis-3076	123	14	the	the	DET
fis-3076	123	15	strain	strain	NOUN
fis-3076	123	16	of	of	ADP
fis-3076	123	17	undamaged	undamaged	ADJ
fis-3076	123	18	material	material	NOUN
fis-3076	123	19	,	,	PUNCT
fis-3076	123	20	and	and	CCONJ
fis-3076	123	21	εc	εc	ADV
fis-3076	123	22	is	be	AUX
fis-3076	123	23	the	the	DET
fis-3076	123	24	total	total	ADJ
fis-3076	123	25	compressive	compressive	ADJ
fis-3076	123	26	strain	strain	NOUN
fis-3076	123	27	.	.	PUNCT
fis-3076	124	1	moreover	moreover	ADV
fis-3076	124	2	,	,	PUNCT
fis-3076	124	3	using	use	VERB
fis-3076	124	4	eqn	eqn	PRON
fis-3076	124	5	.	.	PUNCT
fis-3076	125	1	(	(	PUNCT
fis-3076	125	2	4	4	NUM
fis-3076	125	3	)	)	PUNCT
fis-3076	125	4	,	,	PUNCT
fis-3076	125	5	the	the	DET
fis-3076	125	6	plastic	plastic	ADJ
fis-3076	125	7	strain	strain	NOUN
fis-3076	125	8	values	value	NOUN
fis-3076	125	9	in	in	ADP
fis-3076	125	10	compression	compression	NOUN
fis-3076	125	11	(	(	PUNCT
fis-3076	125	12	εpl	εpl	NOUN
fis-3076	125	13	)	)	PUNCT
fis-3076	125	14	can	can	AUX
fis-3076	125	15	be	be	AUX
fis-3076	125	16	calculated	calculate	VERB
fis-3076	125	17	as	as	SCONJ
fis-3076	125	18	follows	follow	VERB
fis-3076	125	19	:	:	PUNCT
fis-3076	125	20			PROPN
fis-3076	125	21			NUM
fis-3076	125	22			PROPN
fis-3076	125	23	pl	pl	NOUN
fis-3076	125	24	cε	cε	PROPN
fis-3076	125	25	ε	ε	PROPN
fis-3076	125	26	01	01	NUM
fis-3076	125	27	c	c	NOUN
fis-3076	125	28	c	c	NOUN
fis-3076	125	29	c	c	NOUN
fis-3076	125	30	d	d	X
fis-3076	125	31	d	d	X
fis-3076	125	32	e	e	X
fis-3076	125	33	(	(	PUNCT
fis-3076	125	34	4	4	NUM
fis-3076	125	35	)	)	PUNCT
fis-3076	125	36	tab	tab	NOUN
fis-3076	125	37	.	.	PUNCT
fis-3076	126	1	1	1	NUM
fis-3076	126	2	presents	present	VERB
fis-3076	126	3	the	the	DET
fis-3076	126	4	parameters	parameter	NOUN
fis-3076	126	5	used	use	VERB
fis-3076	126	6	to	to	PART
fis-3076	126	7	define	define	VERB
fis-3076	126	8	the	the	DET
fis-3076	126	9	cdp	cdp	NOUN
fis-3076	126	10	model	model	NOUN
fis-3076	126	11	.	.	PUNCT
fis-3076	127	1	steel	steel	NOUN
fis-3076	127	2	was	be	AUX
fis-3076	127	3	modeled	model	VERB
fis-3076	127	4	as	as	ADP
fis-3076	127	5	elastic	elastic	ADJ
fis-3076	127	6	-	-	PUNCT
fis-3076	127	7	perfectly	perfectly	ADV
fis-3076	127	8	plastic	plastic	ADJ
fis-3076	127	9	material	material	NOUN
fis-3076	127	10	with	with	ADP
fis-3076	127	11	similar	similar	ADJ
fis-3076	127	12	behaviors	behavior	NOUN
fis-3076	127	13	in	in	ADP
fis-3076	127	14	tension	tension	NOUN
fis-3076	127	15	and	and	CCONJ
fis-3076	127	16	compression	compression	NOUN
fis-3076	127	17	as	as	SCONJ
fis-3076	127	18	shown	show	VERB
fis-3076	127	19	in	in	ADP
fis-3076	127	20	fig	fig	NOUN
fis-3076	127	21	.	.	PUNCT
fis-3076	128	1	3	3	X
fis-3076	128	2	.	.	X
fis-3076	128	3	the	the	DET
fis-3076	128	4	material	material	NOUN
fis-3076	128	5	properties	property	NOUN
fis-3076	128	6	for	for	ADP
fis-3076	128	7	the	the	DET
fis-3076	128	8	steel	steel	NOUN
fis-3076	128	9	reinforcement	reinforcement	NOUN
fis-3076	128	10	are	be	AUX
fis-3076	128	11	as	as	SCONJ
fis-3076	128	12	follows	follow	VERB
fis-3076	128	13	:	:	PUNCT
fis-3076	129	1	elastic	elastic	ADJ
fis-3076	129	2	modulus	modulus	NOUN
fis-3076	129	3	(	(	PUNCT
fis-3076	129	4	es=200,000	es=200,000	NOUN
fis-3076	129	5	)	)	PUNCT
fis-3076	129	6	mpa	mpa	PROPN
fis-3076	129	7	,	,	PUNCT
fis-3076	129	8	poisson	poisson	PROPN
fis-3076	129	9	’s	’s	PART
fis-3076	129	10	ratio	ratio	NOUN
fis-3076	129	11	(	(	PUNCT
fis-3076	129	12	0.3	0.3	NUM
fis-3076	129	13	)	)	PUNCT
fis-3076	129	14	.	.	PUNCT
fis-3076	130	1	cfrp	cfrp	PROPN
fis-3076	130	2	material	material	PROPN
fis-3076	130	3	was	be	AUX
fis-3076	130	4	defined	define	VERB
fis-3076	130	5	using	use	VERB
fis-3076	130	6	a	a	DET
fis-3076	130	7	lamina	lamina	ADJ
fis-3076	130	8	model	model	NOUN
fis-3076	130	9	in	in	ADP
fis-3076	130	10	which	which	PRON
fis-3076	130	11	the	the	DET
fis-3076	130	12	elastic	elastic	ADJ
fis-3076	130	13	moduli	modulus	NOUN
fis-3076	130	14	,	,	PUNCT
fis-3076	130	15	shear	shear	NOUN
fis-3076	130	16	moduli	modulus	NOUN
fis-3076	130	17	in	in	ADP
fis-3076	130	18	two	two	NUM
fis-3076	130	19	directions	direction	NOUN
fis-3076	130	20	and	and	CCONJ
fis-3076	130	21	poisson	poisson	NOUN
fis-3076	130	22	's	's	PART
fis-3076	130	23	ratio	ratio	NOUN
fis-3076	130	24	,	,	PUNCT
fis-3076	130	25	and	and	CCONJ
fis-3076	130	26	cfrp	cfrp	PROPN
fis-3076	130	27	's	's	PART
fis-3076	130	28	linear	linear	ADJ
fis-3076	130	29	elastic	elastic	ADJ
fis-3076	130	30	response	response	NOUN
fis-3076	130	31	were	be	AUX
fis-3076	130	32	defined	define	VERB
fis-3076	130	33	.	.	PUNCT
fis-3076	131	1	abaqus	abaqus	NOUN
fis-3076	131	2	/	/	SYM
fis-3076	131	3	explicit	explicit	ADJ
fis-3076	131	4	offers	offer	VERB
fis-3076	131	5	hashin	hashin	NOUN
fis-3076	131	6	's	's	PART
fis-3076	131	7	failure	failure	NOUN
fis-3076	131	8	criteria[24	criteria[24	NOUN
fis-3076	131	9	]	]	PUNCT
fis-3076	131	10	,	,	PUNCT
fis-3076	131	11	widely	widely	ADV
fis-3076	131	12	used	use	VERB
fis-3076	131	13	to	to	PART
fis-3076	131	14	describe	describe	VERB
fis-3076	131	15	the	the	DET
fis-3076	131	16	damage	damage	NOUN
fis-3076	131	17	in	in	ADP
fis-3076	131	18	composite	composite	ADJ
fis-3076	131	19	materials	material	NOUN
fis-3076	131	20	,	,	PUNCT
fis-3076	131	21	in	in	ADP
fis-3076	131	22	order	order	NOUN
fis-3076	131	23	to	to	PART
fis-3076	131	24	implement	implement	VERB
fis-3076	131	25	the	the	DET
fis-3076	131	26	damage	damage	NOUN
fis-3076	131	27	in	in	ADP
fis-3076	131	28	the	the	DET
fis-3076	131	29	cfrp	cfrp	NOUN
fis-3076	131	30	in	in	ADP
fis-3076	131	31	this	this	DET
fis-3076	131	32	model	model	NOUN
fis-3076	131	33	.	.	PUNCT
fis-3076	132	1	in	in	ADP
fis-3076	132	2	addition	addition	NOUN
fis-3076	132	3	to	to	ADP
fis-3076	132	4	longitudinal	longitudinal	ADJ
fis-3076	132	5	and	and	CCONJ
fis-3076	132	6	transverse	transverse	ADJ
fis-3076	132	7	shear	shear	NOUN
fis-3076	132	8	strengths	strength	NOUN
fis-3076	132	9	,	,	PUNCT
fis-3076	132	10	this	this	DET
fis-3076	132	11	damage	damage	NOUN
fis-3076	132	12	model	model	NOUN
fis-3076	132	13	is	be	AUX
fis-3076	132	14	identified	identify	VERB
fis-3076	132	15	by	by	ADP
fis-3076	132	16	supplying	supply	VERB
fis-3076	132	17	cfrp	cfrp	NOUN
fis-3076	132	18	's	's	PART
fis-3076	132	19	longitudinal	longitudinal	ADJ
fis-3076	132	20	and	and	CCONJ
fis-3076	132	21	transverse	transverse	ADJ
fis-3076	132	22	tensile	tensile	NOUN
fis-3076	132	23	and	and	CCONJ
fis-3076	132	24	compression	compression	NOUN
fis-3076	132	25	strengths	strength	NOUN
fis-3076	132	26	as	as	SCONJ
fis-3076	132	27	presented	present	VERB
fis-3076	132	28	in	in	ADP
fis-3076	132	29	tab	tab	NOUN
fis-3076	132	30	.	.	PUNCT
fis-3076	133	1	2	2	NUM
fis-3076	133	2	.	.	X
fis-3076	133	3	k	k	PROPN
fis-3076	133	4	m.	m.	PROPN
fis-3076	133	5	emara	emara	PROPN
fis-3076	133	6	et	et	PROPN
fis-3076	133	7	alii	alii	PROPN
fis-3076	133	8	,	,	PUNCT
fis-3076	133	9	frattura	frattura	PROPN
fis-3076	133	10	ed	ed	PROPN
fis-3076	133	11	integrità	integrità	PROPN
fis-3076	133	12	strutturale	strutturale	PROPN
fis-3076	133	13	,	,	PUNCT
fis-3076	133	14	58	58	NUM
fis-3076	133	15	(	(	PUNCT
fis-3076	133	16	2021	2021	NUM
fis-3076	133	17	)	)	PUNCT
fis-3076	133	18	48	48	NUM
fis-3076	133	19	-	-	SYM
fis-3076	133	20	64	64	NUM
fis-3076	133	21	;	;	PUNCT
fis-3076	133	22	doi	doi	NOUN
fis-3076	133	23	:	:	PUNCT
fis-3076	133	24	10.3221	10.3221	NUM
fis-3076	133	25	/	/	SYM
fis-3076	133	26	igf	igf	PROPN
fis-3076	133	27	-	-	ADJ
fis-3076	133	28	esis.58.04	esis.58.04	PROPN
fis-3076	133	29	52	52	NUM
fis-3076	133	30	(	(	PUNCT
fis-3076	133	31	a	a	NOUN
fis-3076	133	32	)	)	PUNCT
fis-3076	133	33	(	(	PUNCT
fis-3076	133	34	b	b	X
fis-3076	133	35	)	)	PUNCT
fis-3076	133	36	figure	figure	NOUN
fis-3076	133	37	2	2	NUM
fis-3076	133	38	:	:	PUNCT
fis-3076	133	39	concrete	concrete	ADJ
fis-3076	133	40	damage	damage	NOUN
fis-3076	133	41	plasticity	plasticity	NOUN
fis-3076	133	42	model	model	NOUN
fis-3076	133	43	:	:	PUNCT
fis-3076	133	44	(	(	PUNCT
fis-3076	133	45	a	a	X
fis-3076	133	46	)	)	PUNCT
fis-3076	133	47	compression	compression	NOUN
fis-3076	133	48	,	,	PUNCT
fis-3076	133	49	and	and	CCONJ
fis-3076	133	50	(	(	PUNCT
fis-3076	133	51	b	b	X
fis-3076	133	52	)	)	PUNCT
fis-3076	133	53	tension	tension	NOUN
fis-3076	133	54	figure	figure	NOUN
fis-3076	133	55	3	3	NUM
fis-3076	133	56	:	:	PUNCT
fis-3076	133	57	stress	stress	NOUN
fis-3076	133	58	-	-	PUNCT
fis-3076	133	59	strain	strain	NOUN
fis-3076	133	60	relationship	relationship	NOUN
fis-3076	133	61	for	for	ADP
fis-3076	133	62	steel	steel	NOUN
fis-3076	133	63	reinforcement	reinforcement	NOUN
fis-3076	133	64	parameter	parameter	NOUN
fis-3076	133	65	value	value	NOUN
fis-3076	133	66	description	description	NOUN
fis-3076	133	67	ψ	ψ	ADP
fis-3076	133	68	30	30	NUM
fis-3076	133	69	dilation	dilation	NOUN
fis-3076	133	70	angle	angle	NOUN
fis-3076	133	71			ADP
fis-3076	133	72	0.1	0.1	NUM
fis-3076	133	73	eccentricity	eccentricity	NOUN
fis-3076	133	74	fb	fb	NOUN
fis-3076	133	75	fc0	fc0	VERB
fis-3076	133	76	0/	0/	NUM
fis-3076	133	77	1.16	1.16	NUM
fis-3076	133	78	the	the	DET
fis-3076	133	79	ratio	ratio	NOUN
fis-3076	133	80	of	of	ADP
fis-3076	133	81	initial	initial	ADJ
fis-3076	133	82	equibiaxial	equibiaxial	ADJ
fis-3076	133	83	compressive	compressive	ADJ
fis-3076	133	84	yield	yield	NOUN
fis-3076	133	85	stress	stress	NOUN
fis-3076	133	86	to	to	ADP
fis-3076	133	87	initial	initial	ADJ
fis-3076	133	88	uniaxial	uniaxial	ADJ
fis-3076	133	89	compressive	compressive	ADJ
fis-3076	133	90	yield	yield	NOUN
fis-3076	133	91	stress	stress	NOUN
fis-3076	133	92	.	.	PUNCT
fis-3076	134	1	μ	μ	NOUN
fis-3076	134	2	0.0001	0.0001	NUM
fis-3076	134	3	viscosity	viscosity	NOUN
fis-3076	134	4	parameter	parameter	NOUN
fis-3076	134	5	k	k	PROPN
fis-3076	134	6	0.667	0.667	NUM
fis-3076	134	7	kc	kc	PROPN
fis-3076	134	8	,	,	PUNCT
fis-3076	134	9	the	the	DET
fis-3076	134	10	ratio	ratio	NOUN
fis-3076	134	11	of	of	ADP
fis-3076	134	12	the	the	DET
fis-3076	134	13	second	second	ADJ
fis-3076	134	14	stress	stress	NOUN
fis-3076	134	15	invariant	invariant	ADJ
fis-3076	134	16	on	on	ADP
fis-3076	134	17	the	the	DET
fis-3076	134	18	tensile	tensile	NOUN
fis-3076	134	19	meridian	meridian	PROPN
fis-3076	134	20	table	table	NOUN
fis-3076	134	21	1	1	NUM
fis-3076	134	22	:	:	PUNCT
fis-3076	134	23	material	material	NOUN
fis-3076	134	24	parameters	parameter	NOUN
fis-3076	134	25	of	of	ADP
fis-3076	134	26	concrete	concrete	NOUN
fis-3076	134	27	,	,	PUNCT
fis-3076	134	28	based	base	VERB
fis-3076	134	29	on	on	ADP
fis-3076	134	30	abaqus	abaqus	NOUN
fis-3076	134	31	recommendations	recommendation	NOUN
fis-3076	134	32	.	.	PUNCT
fis-3076	135	1	property	property	NOUN
fis-3076	135	2	description	description	NOUN
fis-3076	135	3	unit	unit	NOUN
fis-3076	135	4	value	value	NOUN
fis-3076	135	5	ρ	ρ	PROPN
fis-3076	135	6	density	density	NOUN
fis-3076	135	7	kg/	kg/	NOUN
fis-3076	135	8	3	3	NUM
fis-3076	135	9	m	m	NOUN
fis-3076	135	10	1600	1600	NUM
fis-3076	135	11	1e	1e	NOUN
fis-3076	135	12	elastic	elastic	ADJ
fis-3076	135	13	modulus	modulus	NOUN
fis-3076	135	14	in	in	ADP
fis-3076	135	15	longitudinal	longitudinal	ADJ
fis-3076	135	16	(	(	PUNCT
fis-3076	135	17	fiber	fiber	NOUN
fis-3076	135	18	)	)	PUNCT
fis-3076	135	19	direction	direction	NOUN
fis-3076	135	20	gpa	gpa	PROPN
fis-3076	135	21	89	89	NUM
fis-3076	135	22	2e	2e	NOUN
fis-3076	135	23	elastic	elastic	ADJ
fis-3076	135	24	modulus	modulus	NOUN
fis-3076	135	25	in	in	ADP
fis-3076	135	26	transverse	transverse	NOUN
fis-3076	135	27	(	(	PUNCT
fis-3076	135	28	matrix	matrix	NOUN
fis-3076	135	29	)	)	PUNCT
fis-3076	135	30	direction	direction	NOUN
fis-3076	135	31	gpa	gpa	PROPN
fis-3076	135	32	17	17	NUM
fis-3076	135	33	12	12	NUM
fis-3076	135	34	g	g	NOUN
fis-3076	135	35	in	in	ADP
fis-3076	135	36	-	-	PUNCT
fis-3076	135	37	plane	plane	NOUN
fis-3076	135	38	shear	shear	NOUN
fis-3076	135	39	modulus	modulus	NOUN
fis-3076	135	40	gpa	gpa	PROPN
fis-3076	135	41	6	6	NUM
fis-3076	135	42	1tσ	1tσ	ADJ
fis-3076	135	43	longitudinal	longitudinal	ADJ
fis-3076	135	44	tensile	tensile	NOUN
fis-3076	135	45	strength	strength	NOUN
fis-3076	135	46	mpa	mpa	PROPN
fis-3076	135	47	1548	1548	NUM
fis-3076	135	48	1cσ	1cσ	NOUN
fis-3076	135	49	longitudinal	longitudinal	ADJ
fis-3076	135	50	compressive	compressive	ADJ
fis-3076	135	51	strength	strength	NOUN
fis-3076	135	52	mpa	mpa	PROPN
fis-3076	135	53	1200	1200	NUM
fis-3076	135	54	2tσ	2tσ	ADJ
fis-3076	135	55	transverse	transverse	NOUN
fis-3076	135	56	tensile	tensile	NOUN
fis-3076	135	57	strength	strength	NOUN
fis-3076	135	58	mpa	mpa	PROPN
fis-3076	135	59	50	50	NUM
fis-3076	135	60	2cσ	2cσ	ADJ
fis-3076	135	61	transverse	transverse	NOUN
fis-3076	135	62	compressive	compressive	ADJ
fis-3076	135	63	strength	strength	NOUN
fis-3076	135	64	mpa	mpa	PROPN
fis-3076	135	65	250	250	NUM
fis-3076	135	66	12τ	12τ	PROPN
fis-3076	135	67	in	in	ADP
fis-3076	135	68	-	-	PUNCT
fis-3076	135	69	plane	plane	NOUN
fis-3076	135	70	shear	shear	NOUN
fis-3076	135	71	strength	strength	NOUN
fis-3076	135	72	mpa	mpa	PROPN
fis-3076	135	73	70	70	NUM
fis-3076	135	74	table	table	NOUN
fis-3076	135	75	2	2	NUM
fis-3076	135	76	:	:	PUNCT
fis-3076	135	77	cfrp	cfrp	NOUN
fis-3076	135	78	material	material	NOUN
fis-3076	135	79	properties	property	NOUN
fis-3076	135	80	.	.	PUNCT
fis-3076	136	1	σ	σ	NOUN
fis-3076	136	2	+	+	PROPN
fis-3076	136	3	σ	σ	PROPN
fis-3076	136	4	fy	fy	PROPN
fis-3076	136	5	fy	fy	PROPN
fis-3076	136	6	εy	εy	VERB
fis-3076	136	7	εy	εy	NOUN
fis-3076	136	8	es	es	NOUN
fis-3076	136	9	compression	compression	NOUN
fis-3076	136	10	tension	tension	NOUN
fis-3076	136	11	m.	m.	NOUN
fis-3076	136	12	emara	emara	PROPN
fis-3076	136	13	et	et	PROPN
fis-3076	136	14	alii	alii	PROPN
fis-3076	136	15	,	,	PUNCT
fis-3076	136	16	frattura	frattura	PROPN
fis-3076	136	17	ed	ed	PROPN
fis-3076	136	18	integrità	integrità	PROPN
fis-3076	136	19	strutturale	strutturale	PROPN
fis-3076	136	20	,	,	PUNCT
fis-3076	136	21	58	58	NUM
fis-3076	136	22	(	(	PUNCT
fis-3076	136	23	2021	2021	NUM
fis-3076	136	24	)	)	PUNCT
fis-3076	136	25	48	48	NUM
fis-3076	136	26	-	-	SYM
fis-3076	136	27	64	64	NUM
fis-3076	136	28	;	;	PUNCT
fis-3076	136	29	doi	doi	NOUN
fis-3076	136	30	:	:	PUNCT
fis-3076	136	31	10.3221	10.3221	NUM
fis-3076	136	32	/	/	SYM
fis-3076	136	33	igf	igf	PROPN
fis-3076	136	34	-	-	ADJ
fis-3076	136	35	esis.58.04	esis.58.04	PROPN
fis-3076	136	36	53	53	NUM
fis-3076	136	37	model	model	NOUN
fis-3076	136	38	built	build	VERB
fis-3076	136	39	-	-	PUNCT
fis-3076	136	40	up	up	NOUN
fis-3076	136	41	,	,	PUNCT
fis-3076	136	42	boundary	boundary	ADJ
fis-3076	136	43	conditions	condition	NOUN
fis-3076	136	44	,	,	PUNCT
fis-3076	136	45	and	and	CCONJ
fis-3076	136	46	interaction	interaction	NOUN
fis-3076	136	47	properties	property	NOUN
fis-3076	136	48	.	.	PUNCT
fis-3076	137	1	solid	solid	ADJ
fis-3076	137	2	elements	element	NOUN
fis-3076	137	3	(	(	PUNCT
fis-3076	137	4	c3d8r	c3d8r	NOUN
fis-3076	137	5	)	)	PUNCT
fis-3076	137	6	available	available	ADJ
fis-3076	137	7	in	in	ADP
fis-3076	137	8	the	the	DET
fis-3076	137	9	abaqus	abaqus	NOUN
fis-3076	137	10	/	/	SYM
fis-3076	137	11	explicit	explicit	ADJ
fis-3076	137	12	element	element	NOUN
fis-3076	137	13	library	library	NOUN
fis-3076	137	14	with	with	ADP
fis-3076	137	15	three	three	NUM
fis-3076	137	16	degrees	degree	NOUN
fis-3076	137	17	of	of	ADP
fis-3076	137	18	freedom	freedom	NOUN
fis-3076	137	19	(	(	PUNCT
fis-3076	137	20	8	8	NUM
fis-3076	137	21	-	-	PUNCT
fis-3076	137	22	nodes	node	NOUN
fis-3076	137	23	)	)	PUNCT
fis-3076	137	24	were	be	AUX
fis-3076	137	25	used	use	VERB
fis-3076	137	26	to	to	PART
fis-3076	137	27	model	model	VERB
fis-3076	137	28	the	the	DET
fis-3076	137	29	reinforced	reinforce	VERB
fis-3076	137	30	concrete	concrete	ADJ
fis-3076	137	31	beams	beam	NOUN
fis-3076	137	32	studied	study	VERB
fis-3076	137	33	in	in	ADP
fis-3076	137	34	this	this	DET
fis-3076	137	35	paper	paper	NOUN
fis-3076	137	36	.	.	PUNCT
fis-3076	138	1	the	the	DET
fis-3076	138	2	concrete	concrete	ADJ
fis-3076	138	3	parameters	parameter	NOUN
fis-3076	138	4	in	in	ADP
fis-3076	138	5	tab	tab	NOUN
fis-3076	138	6	.	.	PUNCT
fis-3076	139	1	1	1	NUM
fis-3076	139	2	are	be	AUX
fis-3076	139	3	needed	need	VERB
fis-3076	139	4	to	to	PART
fis-3076	139	5	completely	completely	ADV
fis-3076	139	6	describe	describe	VERB
fis-3076	139	7	the	the	DET
fis-3076	139	8	cdp	cdp	NOUN
fis-3076	139	9	model	model	NOUN
fis-3076	139	10	,	,	PUNCT
fis-3076	139	11	and	and	CCONJ
fis-3076	139	12	their	their	PRON
fis-3076	139	13	numerical	numerical	ADJ
fis-3076	139	14	parameters	parameter	NOUN
fis-3076	139	15	were	be	AUX
fis-3076	139	16	chosen	choose	VERB
fis-3076	139	17	based	base	VERB
fis-3076	139	18	on	on	ADP
fis-3076	139	19	simulia	simulia	PROPN
fis-3076	139	20	[	[	X
fis-3076	139	21	25	25	NUM
fis-3076	139	22	]	]	PUNCT
fis-3076	139	23	recommendations	recommendation	NOUN
fis-3076	139	24	.	.	PUNCT
fis-3076	140	1	a	a	DET
fis-3076	140	2	two	two	NUM
fis-3076	140	3	-	-	PUNCT
fis-3076	140	4	node	node	NOUN
fis-3076	140	5	linear	linear	ADJ
fis-3076	140	6	displacement	displacement	ADJ
fis-3076	140	7	beam	beam	NOUN
fis-3076	140	8	element	element	NOUN
fis-3076	140	9	(	(	PUNCT
fis-3076	140	10	b31	b31	NOUN
fis-3076	140	11	)	)	PUNCT
fis-3076	140	12	was	be	AUX
fis-3076	140	13	chosen	choose	VERB
fis-3076	140	14	to	to	PART
fis-3076	140	15	reflect	reflect	VERB
fis-3076	140	16	the	the	DET
fis-3076	140	17	internal	internal	ADJ
fis-3076	140	18	reinforcement	reinforcement	NOUN
fis-3076	140	19	(	(	PUNCT
fis-3076	140	20	main	main	ADJ
fis-3076	140	21	reinforcement	reinforcement	NOUN
fis-3076	140	22	and	and	CCONJ
fis-3076	140	23	stirrups	stirrup	NOUN
fis-3076	140	24	)	)	PUNCT
fis-3076	140	25	.	.	PUNCT
fis-3076	141	1	using	use	VERB
fis-3076	141	2	a	a	DET
fis-3076	141	3	discrete	discrete	ADJ
fis-3076	141	4	rigid	rigid	ADJ
fis-3076	141	5	body	body	NOUN
fis-3076	141	6	as	as	ADP
fis-3076	141	7	a	a	DET
fis-3076	141	8	reference	reference	NOUN
fis-3076	141	9	point	point	NOUN
fis-3076	141	10	,	,	PUNCT
fis-3076	141	11	the	the	DET
fis-3076	141	12	impactor	impactor	NOUN
fis-3076	141	13	was	be	AUX
fis-3076	141	14	modelled	model	VERB
fis-3076	141	15	to	to	PART
fis-3076	141	16	provide	provide	VERB
fis-3076	141	17	the	the	DET
fis-3076	141	18	hammer	hammer	NOUN
fis-3076	141	19	's	's	PART
fis-3076	141	20	mass	mass	NOUN
fis-3076	141	21	.	.	PUNCT
fis-3076	142	1	the	the	DET
fis-3076	142	2	discrete	discrete	ADJ
fis-3076	142	3	rigid	rigid	ADJ
fis-3076	142	4	body	body	NOUN
fis-3076	142	5	was	be	AUX
fis-3076	142	6	selected	select	VERB
fis-3076	142	7	as	as	SCONJ
fis-3076	142	8	no	no	DET
fis-3076	142	9	deformation	deformation	NOUN
fis-3076	142	10	occurred	occur	VERB
fis-3076	142	11	in	in	ADP
fis-3076	142	12	the	the	DET
fis-3076	142	13	experimental	experimental	ADJ
fis-3076	142	14	investigation	investigation	NOUN
fis-3076	143	1	[	[	X
fis-3076	143	2	18	18	NUM
fis-3076	143	3	]	]	PUNCT
fis-3076	143	4	.	.	PUNCT
fis-3076	144	1	in	in	ADP
fis-3076	144	2	order	order	NOUN
fis-3076	144	3	to	to	PART
fis-3076	144	4	simulate	simulate	VERB
fis-3076	144	5	the	the	DET
fis-3076	144	6	cfrp	cfrp	NOUN
fis-3076	144	7	,	,	PUNCT
fis-3076	144	8	shell	shell	ADJ
fis-3076	144	9	elements	element	NOUN
fis-3076	144	10	(	(	PUNCT
fis-3076	144	11	s4r	s4r	PROPN
fis-3076	144	12	)	)	PUNCT
fis-3076	144	13	were	be	AUX
fis-3076	144	14	employed	employ	VERB
fis-3076	144	15	.	.	PUNCT
fis-3076	145	1	cfrp	cfrp	PROPN
fis-3076	145	2	mechanical	mechanical	ADJ
fis-3076	145	3	properties	property	NOUN
fis-3076	145	4	used	use	VERB
fis-3076	145	5	in	in	ADP
fis-3076	145	6	the	the	DET
fis-3076	145	7	current	current	ADJ
fis-3076	145	8	study	study	NOUN
fis-3076	145	9	are	be	AUX
fis-3076	145	10	shown	show	VERB
fis-3076	145	11	in	in	ADP
fis-3076	145	12	tab	tab	NOUN
fis-3076	145	13	.	.	PUNCT
fis-3076	145	14	2	2	NUM
fis-3076	146	1	[	[	SYM
fis-3076	146	2	19	19	NUM
fis-3076	146	3	,	,	PUNCT
fis-3076	146	4	26	26	NUM
fis-3076	146	5	]	]	PUNCT
fis-3076	146	6	.	.	PUNCT
fis-3076	147	1	to	to	PART
fis-3076	147	2	represent	represent	VERB
fis-3076	147	3	the	the	DET
fis-3076	147	4	bond	bond	NOUN
fis-3076	147	5	between	between	ADP
fis-3076	147	6	longitudinal	longitudinal	ADJ
fis-3076	147	7	and	and	CCONJ
fis-3076	147	8	transverse	transverse	NOUN
fis-3076	147	9	reinforcements	reinforcement	NOUN
fis-3076	147	10	with	with	ADP
fis-3076	147	11	concrete	concrete	ADJ
fis-3076	147	12	,	,	PUNCT
fis-3076	147	13	embedded	embed	VERB
fis-3076	147	14	region	region	NOUN
fis-3076	147	15	coupling	coupling	NOUN
fis-3076	147	16	was	be	AUX
fis-3076	147	17	used	use	VERB
fis-3076	147	18	.	.	PUNCT
fis-3076	148	1	this	this	DET
fis-3076	148	2	coupling	coupling	NOUN
fis-3076	148	3	allows	allow	VERB
fis-3076	148	4	one	one	NUM
fis-3076	148	5	region	region	NOUN
fis-3076	148	6	to	to	PART
fis-3076	148	7	be	be	AUX
fis-3076	148	8	identified	identify	VERB
fis-3076	148	9	by	by	ADP
fis-3076	148	10	the	the	DET
fis-3076	148	11	user	user	NOUN
fis-3076	148	12	as	as	ADP
fis-3076	148	13	the	the	DET
fis-3076	148	14	host	host	NOUN
fis-3076	148	15	and	and	CCONJ
fis-3076	148	16	another	another	PRON
fis-3076	148	17	as	as	ADP
fis-3076	148	18	embedded	embed	VERB
fis-3076	148	19	.	.	PUNCT
fis-3076	149	1	reinforcements	reinforcement	NOUN
fis-3076	149	2	reflected	reflect	VERB
fis-3076	149	3	the	the	DET
fis-3076	149	4	embedded	embed	VERB
fis-3076	149	5	region	region	NOUN
fis-3076	149	6	in	in	ADP
fis-3076	149	7	this	this	DET
fis-3076	149	8	model	model	NOUN
fis-3076	149	9	,	,	PUNCT
fis-3076	149	10	and	and	CCONJ
fis-3076	149	11	the	the	DET
fis-3076	149	12	host	host	NOUN
fis-3076	149	13	region	region	NOUN
fis-3076	149	14	was	be	AUX
fis-3076	149	15	the	the	DET
fis-3076	149	16	concrete	concrete	ADJ
fis-3076	149	17	beam	beam	NOUN
fis-3076	150	1	[	[	X
fis-3076	150	2	27	27	NUM
fis-3076	150	3	]	]	PUNCT
fis-3076	150	4	.	.	PUNCT
fis-3076	151	1	cohesive	cohesive	ADJ
fis-3076	151	2	elements	element	NOUN
fis-3076	151	3	,	,	PUNCT
fis-3076	151	4	six	six	NUM
fis-3076	151	5	degrees	degree	NOUN
fis-3076	151	6	of	of	ADP
fis-3076	151	7	freedom	freedom	NOUN
fis-3076	151	8	per	per	ADP
fis-3076	151	9	node	node	NOUN
fis-3076	151	10	(	(	PUNCT
fis-3076	151	11	coh3d8	coh3d8	NOUN
fis-3076	151	12	)	)	PUNCT
fis-3076	151	13	,	,	PUNCT
fis-3076	151	14	have	have	AUX
fis-3076	151	15	been	be	AUX
fis-3076	151	16	used	use	VERB
fis-3076	151	17	to	to	PART
fis-3076	151	18	model	model	VERB
fis-3076	151	19	the	the	DET
fis-3076	151	20	contact	contact	NOUN
fis-3076	151	21	region	region	NOUN
fis-3076	151	22	between	between	ADP
fis-3076	151	23	cfrp	cfrp	PROPN
fis-3076	151	24	and	and	CCONJ
fis-3076	151	25	the	the	DET
fis-3076	151	26	concrete	concrete	ADJ
fis-3076	151	27	beam	beam	NOUN
fis-3076	151	28	.	.	PUNCT
fis-3076	152	1	this	this	DET
fis-3076	152	2	type	type	NOUN
fis-3076	152	3	of	of	ADP
fis-3076	152	4	element	element	NOUN
fis-3076	152	5	has	have	AUX
fis-3076	152	6	been	be	AUX
fis-3076	152	7	commonly	commonly	ADV
fis-3076	152	8	used	use	VERB
fis-3076	152	9	to	to	PART
fis-3076	152	10	identify	identify	VERB
fis-3076	152	11	this	this	DET
fis-3076	152	12	type	type	NOUN
fis-3076	152	13	of	of	ADP
fis-3076	152	14	contact	contact	NOUN
fis-3076	152	15	zone	zone	NOUN
fis-3076	152	16	[	[	X
fis-3076	152	17	28	28	NUM
fis-3076	152	18	]	]	PUNCT
fis-3076	152	19	.	.	PUNCT
fis-3076	153	1	by	by	ADP
fis-3076	153	2	using	use	VERB
fis-3076	153	3	the	the	DET
fis-3076	153	4	contact	contact	NOUN
fis-3076	153	5	pair	pair	NOUN
fis-3076	153	6	possible	possible	ADJ
fis-3076	153	7	choice	choice	NOUN
fis-3076	153	8	in	in	ADP
fis-3076	153	9	abaqus	abaqus	NOUN
fis-3076	153	10	/	/	SYM
fis-3076	153	11	explicit	explicit	ADJ
fis-3076	153	12	,	,	PUNCT
fis-3076	153	13	the	the	DET
fis-3076	153	14	interaction	interaction	NOUN
fis-3076	153	15	between	between	ADP
fis-3076	153	16	the	the	DET
fis-3076	153	17	impactor	impactor	NOUN
fis-3076	153	18	and	and	CCONJ
fis-3076	153	19	the	the	DET
fis-3076	153	20	tested	test	VERB
fis-3076	153	21	beams	beam	NOUN
fis-3076	153	22	was	be	AUX
fis-3076	153	23	established	establish	VERB
fis-3076	153	24	.	.	PUNCT
fis-3076	154	1	to	to	PART
fis-3076	154	2	implement	implement	VERB
fis-3076	154	3	the	the	DET
fis-3076	154	4	abaqus	abaqus	NOUN
fis-3076	154	5	/	/	SYM
fis-3076	154	6	explicit	explicit	ADJ
fis-3076	154	7	contact	contact	NOUN
fis-3076	154	8	pair	pair	NOUN
fis-3076	154	9	algorithm	algorithm	NOUN
fis-3076	154	10	,	,	PUNCT
fis-3076	154	11	it	it	PRON
fis-3076	154	12	is	be	AUX
fis-3076	154	13	important	important	ADJ
fis-3076	154	14	to	to	PART
fis-3076	154	15	define	define	VERB
fis-3076	154	16	the	the	DET
fis-3076	154	17	master	master	NOUN
fis-3076	154	18	and	and	CCONJ
fis-3076	154	19	slave	slave	NOUN
fis-3076	154	20	surfaces	surface	NOUN
fis-3076	154	21	.	.	PUNCT
fis-3076	155	1	in	in	ADP
fis-3076	155	2	order	order	NOUN
fis-3076	155	3	to	to	PART
fis-3076	155	4	describe	describe	VERB
fis-3076	155	5	these	these	DET
fis-3076	155	6	surfaces	surface	NOUN
fis-3076	155	7	,	,	PUNCT
fis-3076	155	8	a	a	DET
fis-3076	155	9	few	few	ADJ
fis-3076	155	10	rules	rule	NOUN
fis-3076	155	11	should	should	AUX
fis-3076	155	12	be	be	AUX
fis-3076	155	13	followed	follow	VERB
fis-3076	155	14	.	.	PUNCT
fis-3076	156	1	among	among	ADP
fis-3076	156	2	these	these	DET
fis-3076	156	3	guidelines	guideline	NOUN
fis-3076	156	4	,	,	PUNCT
fis-3076	156	5	the	the	DET
fis-3076	156	6	softer	soft	ADJ
fis-3076	156	7	underlying	underlying	ADJ
fis-3076	156	8	material	material	NOUN
fis-3076	156	9	should	should	AUX
fis-3076	156	10	be	be	AUX
fis-3076	156	11	the	the	DET
fis-3076	156	12	slave	slave	NOUN
fis-3076	156	13	surface	surface	NOUN
fis-3076	156	14	.	.	PUNCT
fis-3076	157	1	the	the	DET
fis-3076	157	2	impactor	impactor	NOUN
fis-3076	157	3	was	be	AUX
fis-3076	157	4	therefore	therefore	ADV
fis-3076	157	5	viewed	view	VERB
fis-3076	157	6	as	as	ADP
fis-3076	157	7	a	a	DET
fis-3076	157	8	master	master	NOUN
fis-3076	157	9	surface	surface	NOUN
fis-3076	157	10	,	,	PUNCT
fis-3076	157	11	while	while	SCONJ
fis-3076	157	12	the	the	DET
fis-3076	157	13	impacted	impact	VERB
fis-3076	157	14	member	member	NOUN
fis-3076	157	15	(	(	PUNCT
fis-3076	157	16	rc	rc	PROPN
fis-3076	157	17	beam	beam	PROPN
fis-3076	157	18	)	)	PUNCT
fis-3076	157	19	was	be	AUX
fis-3076	157	20	selected	select	VERB
fis-3076	157	21	to	to	PART
fis-3076	157	22	be	be	AUX
fis-3076	157	23	a	a	DET
fis-3076	157	24	slave	slave	NOUN
fis-3076	157	25	surface	surface	NOUN
fis-3076	158	1	[	[	X
fis-3076	158	2	28	28	NUM
fis-3076	158	3	,	,	PUNCT
fis-3076	158	4	29	29	NUM
fis-3076	158	5	]	]	PUNCT
fis-3076	158	6	.	.	PUNCT
fis-3076	159	1	coupling	couple	VERB
fis-3076	159	2	restriction	restriction	NOUN
fis-3076	159	3	was	be	AUX
fis-3076	159	4	made	make	VERB
fis-3076	159	5	to	to	PART
fis-3076	159	6	prevent	prevent	VERB
fis-3076	159	7	the	the	DET
fis-3076	159	8	scattering	scattering	NOUN
fis-3076	159	9	of	of	ADP
fis-3076	159	10	results	result	NOUN
fis-3076	159	11	.	.	PUNCT
fis-3076	160	1	a	a	DET
fis-3076	160	2	reference	reference	NOUN
fis-3076	160	3	point	point	NOUN
fis-3076	160	4	(	(	PUNCT
fis-3076	160	5	rp	rp	NOUN
fis-3076	160	6	)	)	PUNCT
fis-3076	160	7	placed	place	VERB
fis-3076	160	8	at	at	ADP
fis-3076	160	9	the	the	DET
fis-3076	160	10	center	center	NOUN
fis-3076	160	11	of	of	ADP
fis-3076	160	12	the	the	DET
fis-3076	160	13	support	support	NOUN
fis-3076	160	14	on	on	ADP
fis-3076	160	15	the	the	DET
fis-3076	160	16	bottom	bottom	NOUN
fis-3076	160	17	of	of	ADP
fis-3076	160	18	the	the	DET
fis-3076	160	19	projectile	projectile	NOUN
fis-3076	160	20	creates	create	VERB
fis-3076	160	21	this	this	DET
fis-3076	160	22	coupling	coupling	NOUN
fis-3076	160	23	restriction	restriction	NOUN
fis-3076	160	24	.	.	PUNCT
fis-3076	161	1	the	the	DET
fis-3076	161	2	loading	loading	NOUN
fis-3076	161	3	is	be	AUX
fis-3076	161	4	exercised	exercise	VERB
fis-3076	161	5	at	at	ADP
fis-3076	161	6	the	the	DET
fis-3076	161	7	mid	mid	NOUN
fis-3076	161	8	-	-	NOUN
fis-3076	161	9	span	span	NOUN
fis-3076	161	10	of	of	ADP
fis-3076	161	11	the	the	DET
fis-3076	161	12	beam	beam	NOUN
fis-3076	161	13	via	via	ADP
fis-3076	161	14	a	a	DET
fis-3076	161	15	hammer	hammer	NOUN
fis-3076	161	16	for	for	ADP
fis-3076	161	17	impact	impact	NOUN
fis-3076	161	18	,	,	PUNCT
fis-3076	161	19	and	and	CCONJ
fis-3076	161	20	a	a	DET
fis-3076	161	21	surface	surface	NOUN
fis-3076	161	22	-	-	PUNCT
fis-3076	161	23	to	to	ADP
fis-3076	161	24	-	-	PUNCT
fis-3076	161	25	surface	surface	NOUN
fis-3076	161	26	constraint	constraint	NOUN
fis-3076	161	27	was	be	AUX
fis-3076	161	28	used	use	VERB
fis-3076	161	29	.	.	PUNCT
fis-3076	162	1	consequently	consequently	ADV
fis-3076	162	2	,	,	PUNCT
fis-3076	162	3	at	at	ADP
fis-3076	162	4	one	one	NUM
fis-3076	162	5	point	point	NOUN
fis-3076	162	6	,	,	PUNCT
fis-3076	162	7	one	one	PRON
fis-3076	162	8	might	might	AUX
fis-3076	162	9	obtain	obtain	VERB
fis-3076	162	10	force	force	NOUN
fis-3076	162	11	-	-	PUNCT
fis-3076	162	12	displacement	displacement	ADJ
fis-3076	162	13	results	result	NOUN
fis-3076	162	14	with	with	ADP
fis-3076	162	15	minimal	minimal	ADJ
fis-3076	162	16	errors	error	NOUN
fis-3076	162	17	.	.	PUNCT
fis-3076	163	1	as	as	SCONJ
fis-3076	163	2	the	the	DET
fis-3076	163	3	beams	beam	NOUN
fis-3076	163	4	were	be	AUX
fis-3076	163	5	simply	simply	ADV
fis-3076	163	6	supported	support	VERB
fis-3076	163	7	,	,	PUNCT
fis-3076	163	8	the	the	DET
fis-3076	163	9	degrees	degree	NOUN
fis-3076	163	10	of	of	ADP
fis-3076	163	11	freedom	freedom	NOUN
fis-3076	163	12	of	of	ADP
fis-3076	163	13	u1	u1	NOUN
fis-3076	163	14	,	,	PUNCT
fis-3076	163	15	u2	u2	NOUN
fis-3076	163	16	,	,	PUNCT
fis-3076	163	17	and	and	CCONJ
fis-3076	163	18	u3	u3	NOUN
fis-3076	163	19	were	be	AUX
fis-3076	163	20	set	set	VERB
fis-3076	163	21	to	to	ADP
fis-3076	163	22	zero	zero	NUM
fis-3076	163	23	.	.	PUNCT
fis-3076	164	1	several	several	ADJ
fis-3076	164	2	mesh	mesh	NOUN
fis-3076	164	3	sizes	size	NOUN
fis-3076	164	4	were	be	AUX
fis-3076	164	5	used	use	VERB
fis-3076	164	6	to	to	PART
fis-3076	164	7	calibrate	calibrate	VERB
fis-3076	164	8	the	the	DET
fis-3076	164	9	fe	fe	PROPN
fis-3076	164	10	model	model	NOUN
fis-3076	164	11	,	,	PUNCT
fis-3076	164	12	and	and	CCONJ
fis-3076	164	13	finally	finally	ADV
fis-3076	164	14	,	,	PUNCT
fis-3076	164	15	a	a	DET
fis-3076	164	16	mesh	mesh	NOUN
fis-3076	164	17	size	size	NOUN
fis-3076	164	18	equal	equal	ADJ
fis-3076	164	19	to	to	ADP
fis-3076	164	20	20	20	NUM
fis-3076	164	21	mm	mm	NOUN
fis-3076	164	22	was	be	AUX
fis-3076	164	23	selected	select	VERB
fis-3076	164	24	for	for	ADP
fis-3076	164	25	providing	provide	VERB
fis-3076	164	26	acceptable	acceptable	ADJ
fis-3076	164	27	results	result	NOUN
fis-3076	164	28	while	while	SCONJ
fis-3076	164	29	keeping	keep	VERB
fis-3076	164	30	lower	low	ADJ
fis-3076	164	31	computational	computational	ADJ
fis-3076	164	32	time	time	NOUN
fis-3076	164	33	.	.	PUNCT
fis-3076	165	1	fig	fig	NOUN
fis-3076	165	2	.	.	PUNCT
fis-3076	166	1	4	4	NUM
fis-3076	166	2	demonstrates	demonstrate	VERB
fis-3076	166	3	the	the	DET
fis-3076	166	4	arrangement	arrangement	NOUN
fis-3076	166	5	of	of	ADP
fis-3076	166	6	reinforcing	reinforce	VERB
fis-3076	166	7	bars	bar	NOUN
fis-3076	166	8	,	,	PUNCT
fis-3076	166	9	rc	rc	PROPN
fis-3076	166	10	beams	beam	NOUN
fis-3076	166	11	,	,	PUNCT
fis-3076	166	12	supports	support	NOUN
fis-3076	166	13	,	,	PUNCT
fis-3076	166	14	and	and	CCONJ
fis-3076	166	15	hammer	hammer	NOUN
fis-3076	166	16	in	in	ADP
fis-3076	166	17	the	the	DET
fis-3076	166	18	abaqus	abaqus	PROPN
fis-3076	166	19	program	program	NOUN
fis-3076	166	20	[	[	X
fis-3076	166	21	27	27	NUM
fis-3076	166	22	]	]	PUNCT
fis-3076	166	23	.	.	PUNCT
fis-3076	167	1	figure	figure	VERB
fis-3076	167	2	4	4	NUM
fis-3076	167	3	:	:	PUNCT
fis-3076	167	4	details	detail	NOUN
fis-3076	167	5	of	of	ADP
fis-3076	167	6	fe	fe	PROPN
fis-3076	167	7	model	model	NOUN
fis-3076	167	8	.	.	PUNCT
fis-3076	168	1	results	result	NOUN
fis-3076	168	2	and	and	CCONJ
fis-3076	168	3	verifications	verification	NOUN
fis-3076	168	4	igs	igs	PROPN
fis-3076	168	5	.	.	PROPN
fis-3076	168	6	5	5	NUM
fis-3076	168	7	-	-	SYM
fis-3076	168	8	7	7	NUM
fis-3076	168	9	and	and	CCONJ
fis-3076	168	10	tabs	tab	NOUN
fis-3076	168	11	.	.	PUNCT
fis-3076	169	1	3	3	NUM
fis-3076	169	2	and	and	CCONJ
fis-3076	169	3	4	4	NUM
fis-3076	169	4	verify	verify	VERB
fis-3076	169	5	the	the	DET
fis-3076	169	6	comparison	comparison	NOUN
fis-3076	169	7	between	between	ADP
fis-3076	169	8	abaqus	abaqus	NOUN
fis-3076	169	9	modeling	modeling	NOUN
fis-3076	169	10	and	and	CCONJ
fis-3076	169	11	the	the	DET
fis-3076	169	12	experimental	experimental	ADJ
fis-3076	169	13	tests	test	NOUN
fis-3076	169	14	of	of	ADP
fis-3076	169	15	pham	pham	PROPN
fis-3076	169	16	and	and	CCONJ
fis-3076	169	17	hao	hao	PROPN
fis-3076	170	1	[	[	X
fis-3076	170	2	19	19	NUM
fis-3076	170	3	]	]	PUNCT
fis-3076	170	4	.	.	PUNCT
fis-3076	171	1	fig	fig	NOUN
fis-3076	171	2	.	.	PUNCT
fis-3076	172	1	5	5	NUM
fis-3076	172	2	shows	show	VERB
fis-3076	172	3	the	the	DET
fis-3076	172	4	impact	impact	NOUN
fis-3076	172	5	force	force	NOUN
fis-3076	172	6	-	-	PUNCT
fis-3076	172	7	time	time	NOUN
fis-3076	172	8	history	history	NOUN
fis-3076	172	9	(	(	PUNCT
fis-3076	172	10	f	f	X
fis-3076	172	11	-	-	PUNCT
fis-3076	172	12	t	t	PROPN
fis-3076	172	13	)	)	PUNCT
fis-3076	172	14	curves	curve	NOUN
fis-3076	172	15	for	for	ADP
fis-3076	172	16	the	the	DET
fis-3076	172	17	two	two	NUM
fis-3076	172	18	specimens	specimen	NOUN
fis-3076	172	19	chosen	choose	VERB
fis-3076	172	20	from	from	ADP
fis-3076	172	21	pham	pham	PROPN
fis-3076	172	22	and	and	CCONJ
fis-3076	172	23	hao	hao	PROPN
fis-3076	173	1	[	[	X
fis-3076	173	2	19	19	NUM
fis-3076	173	3	]	]	PUNCT
fis-3076	173	4	,	,	PUNCT
fis-3076	173	5	comparing	compare	VERB
fis-3076	173	6	fe	fe	NOUN
fis-3076	173	7	predictions	prediction	NOUN
fis-3076	173	8	and	and	CCONJ
fis-3076	173	9	experimental	experimental	ADJ
fis-3076	173	10	data	datum	NOUN
fis-3076	173	11	.	.	PUNCT
fis-3076	174	1	the	the	DET
fis-3076	174	2	comparison	comparison	NOUN
fis-3076	174	3	demonstrates	demonstrate	VERB
fis-3076	174	4	the	the	DET
fis-3076	174	5	capability	capability	NOUN
fis-3076	174	6	of	of	ADP
fis-3076	174	7	the	the	DET
fis-3076	174	8	developed	develop	VERB
fis-3076	174	9	fe	fe	PROPN
fis-3076	174	10	model	model	NOUN
fis-3076	174	11	to	to	PART
fis-3076	174	12	predict	predict	VERB
fis-3076	174	13	the	the	DET
fis-3076	174	14	(	(	PUNCT
fis-3076	174	15	f	f	PROPN
fis-3076	174	16	-	-	PUNCT
fis-3076	174	17	t	t	PROPN
fis-3076	174	18	)	)	PUNCT
fis-3076	174	19	curves	curve	NOUN
fis-3076	174	20	of	of	ADP
fis-3076	174	21	rc	rc	PROPN
fis-3076	174	22	beams	beam	NOUN
fis-3076	174	23	strengthened	strengthen	VERB
fis-3076	174	24	in	in	ADP
fis-3076	174	25	flexure	flexure	NOUN
fis-3076	174	26	under	under	ADP
fis-3076	174	27	impact	impact	NOUN
fis-3076	174	28	load	load	NOUN
fis-3076	174	29	,	,	PUNCT
fis-3076	174	30	with	with	ADP
fis-3076	174	31	reasonable	reasonable	ADJ
fis-3076	174	32	f	f	PROPN
fis-3076	174	33	m.	m.	NOUN
fis-3076	174	34	emara	emara	PROPN
fis-3076	174	35	et	et	PROPN
fis-3076	174	36	alii	alii	PROPN
fis-3076	174	37	,	,	PUNCT
fis-3076	174	38	frattura	frattura	PROPN
fis-3076	174	39	ed	ed	PROPN
fis-3076	174	40	integrità	integrità	PROPN
fis-3076	174	41	strutturale	strutturale	PROPN
fis-3076	174	42	,	,	PUNCT
fis-3076	174	43	58	58	NUM
fis-3076	174	44	(	(	PUNCT
fis-3076	174	45	2021	2021	NUM
fis-3076	174	46	)	)	PUNCT
fis-3076	174	47	48	48	NUM
fis-3076	174	48	-	-	SYM
fis-3076	174	49	64	64	NUM
fis-3076	174	50	;	;	PUNCT
fis-3076	174	51	doi	doi	NOUN
fis-3076	174	52	:	:	PUNCT
fis-3076	174	53	10.3221	10.3221	NUM
fis-3076	174	54	/	/	SYM
fis-3076	174	55	igf	igf	PROPN
fis-3076	174	56	-	-	PUNCT
fis-3076	174	57	esis.58.04	esis.58.04	ADJ
fis-3076	174	58	54	54	NUM
fis-3076	174	59	accuracy	accuracy	NOUN
fis-3076	174	60	.	.	PUNCT
fis-3076	175	1	in	in	ADP
fis-3076	175	2	addition	addition	NOUN
fis-3076	175	3	to	to	ADP
fis-3076	175	4	the	the	DET
fis-3076	175	5	general	general	ADJ
fis-3076	175	6	response	response	NOUN
fis-3076	175	7	,	,	PUNCT
fis-3076	175	8	the	the	DET
fis-3076	175	9	model	model	NOUN
fis-3076	175	10	must	must	AUX
fis-3076	175	11	be	be	AUX
fis-3076	175	12	able	able	ADJ
fis-3076	175	13	to	to	PART
fis-3076	175	14	accurately	accurately	ADV
fis-3076	175	15	predict	predict	VERB
fis-3076	175	16	the	the	DET
fis-3076	175	17	key	key	ADJ
fis-3076	175	18	points	point	NOUN
fis-3076	175	19	within	within	ADP
fis-3076	175	20	the	the	DET
fis-3076	175	21	curve	curve	NOUN
fis-3076	175	22	,	,	PUNCT
fis-3076	175	23	which	which	PRON
fis-3076	175	24	are	be	AUX
fis-3076	175	25	:	:	PUNCT
fis-3076	175	26	(	(	PUNCT
fis-3076	175	27	1	1	X
fis-3076	175	28	)	)	PUNCT
fis-3076	175	29	the	the	DET
fis-3076	175	30	maximum	maximum	ADJ
fis-3076	175	31	impact	impact	NOUN
fis-3076	175	32	force	force	NOUN
fis-3076	175	33	(	(	PUNCT
fis-3076	175	34	fmax	fmax	PROPN
fis-3076	175	35	)	)	PUNCT
fis-3076	175	36	,	,	PUNCT
fis-3076	175	37	(	(	PUNCT
fis-3076	175	38	2	2	X
fis-3076	175	39	)	)	PUNCT
fis-3076	175	40	maximum	maximum	ADJ
fis-3076	175	41	displacement	displacement	NOUN
fis-3076	175	42	(	(	PUNCT
fis-3076	175	43	δmax	δmax	PROPN
fis-3076	175	44	)	)	PUNCT
fis-3076	175	45	;	;	PUNCT
fis-3076	175	46	(	(	PUNCT
fis-3076	175	47	3	3	X
fis-3076	175	48	)	)	PUNCT
fis-3076	175	49	residual	residual	ADJ
fis-3076	175	50	displacement	displacement	NOUN
fis-3076	175	51	(	(	PUNCT
fis-3076	175	52	δr	δr	NOUN
fis-3076	175	53	)	)	PUNCT
fis-3076	175	54	;	;	PUNCT
fis-3076	175	55	(	(	PUNCT
fis-3076	175	56	4	4	X
fis-3076	175	57	)	)	PUNCT
fis-3076	175	58	and	and	CCONJ
fis-3076	175	59	impact	impact	NOUN
fis-3076	175	60	duration	duration	NOUN
fis-3076	175	61	(	(	PUNCT
fis-3076	175	62	d)[30	d)[30	PROPN
fis-3076	175	63	]	]	X
fis-3076	175	64	.	.	PUNCT
fis-3076	176	1	the	the	DET
fis-3076	176	2	fe	fe	PROPN
fis-3076	176	3	predictions	prediction	NOUN
fis-3076	176	4	for	for	ADP
fis-3076	176	5	fmax	fmax	PROPN
fis-3076	176	6	,	,	PUNCT
fis-3076	176	7	δmax	δmax	NOUN
fis-3076	176	8	,	,	PUNCT
fis-3076	176	9	and	and	CCONJ
fis-3076	176	10	δr	δr	AUX
fis-3076	176	11	agreed	agree	VERB
fis-3076	176	12	very	very	ADV
fis-3076	176	13	well	well	ADV
fis-3076	176	14	with	with	ADP
fis-3076	176	15	the	the	DET
fis-3076	176	16	experimental	experimental	ADJ
fis-3076	176	17	data	datum	NOUN
fis-3076	176	18	,	,	PUNCT
fis-3076	176	19	with	with	ADP
fis-3076	176	20	a	a	DET
fis-3076	176	21	percentage	percentage	NOUN
fis-3076	176	22	difference	difference	NOUN
fis-3076	176	23	of	of	ADP
fis-3076	176	24	2.35	2.35	NUM
fis-3076	176	25	-	-	SYM
fis-3076	176	26	7.99	7.99	NUM
fis-3076	176	27	%	%	NOUN
fis-3076	176	28	for	for	ADP
fis-3076	176	29	fmax	fmax	PROPN
fis-3076	176	30	,	,	PUNCT
fis-3076	176	31	1.74	1.74	NUM
fis-3076	176	32	-	-	SYM
fis-3076	176	33	7.62	7.62	NUM
fis-3076	176	34	%	%	NOUN
fis-3076	176	35	for	for	ADP
fis-3076	176	36	δmax	δmax	NOUN
fis-3076	176	37	,	,	PUNCT
fis-3076	176	38	and	and	CCONJ
fis-3076	176	39	6.6	6.6	NUM
fis-3076	176	40	-	-	SYM
fis-3076	176	41	16	16	NUM
fis-3076	176	42	%	%	NOUN
fis-3076	176	43	for	for	ADP
fis-3076	176	44	δr	δr	PROPN
fis-3076	176	45	.	.	PROPN
fis-3076	176	46	tab	tab	NOUN
fis-3076	176	47	.	.	PUNCT
fis-3076	176	48	3	3	NUM
fis-3076	176	49	shows	show	VERB
fis-3076	176	50	that	that	SCONJ
fis-3076	176	51	the	the	DET
fis-3076	176	52	percentage	percentage	NOUN
fis-3076	176	53	of	of	ADP
fis-3076	176	54	difference	difference	NOUN
fis-3076	176	55	between	between	ADP
fis-3076	176	56	fe	fe	NOUN
fis-3076	176	57	and	and	CCONJ
fis-3076	176	58	test	test	NOUN
fis-3076	176	59	for	for	ADP
fis-3076	176	60	impact	impact	NOUN
fis-3076	176	61	period	period	NOUN
fis-3076	176	62	predictions	prediction	NOUN
fis-3076	176	63	(	(	PUNCT
fis-3076	176	64	d	d	X
fis-3076	176	65	)	)	PUNCT
fis-3076	176	66	varied	varied	ADJ
fis-3076	176	67	between	between	ADP
fis-3076	176	68	16	16	NUM
fis-3076	176	69	to	to	PART
fis-3076	176	70	18	18	NUM
fis-3076	176	71	%	%	NOUN
fis-3076	176	72	.	.	PUNCT
fis-3076	177	1	this	this	PRON
fis-3076	177	2	may	may	AUX
fis-3076	177	3	be	be	AUX
fis-3076	177	4	due	due	ADJ
fis-3076	177	5	to	to	ADP
fis-3076	177	6	a	a	DET
fis-3076	177	7	variety	variety	NOUN
fis-3076	177	8	of	of	ADP
fis-3076	177	9	fixity	fixity	NOUN
fis-3076	177	10	conditions	condition	NOUN
fis-3076	177	11	in	in	ADP
fis-3076	177	12	the	the	DET
fis-3076	177	13	actual	actual	ADJ
fis-3076	177	14	test	test	NOUN
fis-3076	177	15	that	that	PRON
fis-3076	177	16	ca	can	AUX
fis-3076	177	17	n't	not	PART
fis-3076	177	18	be	be	AUX
fis-3076	177	19	numerically	numerically	ADV
fis-3076	177	20	captured	capture	VERB
fis-3076	177	21	,	,	PUNCT
fis-3076	177	22	the	the	DET
fis-3076	177	23	damping	damp	VERB
fis-3076	177	24	force	force	NOUN
fis-3076	177	25	generated	generate	VERB
fis-3076	177	26	by	by	ADP
fis-3076	177	27	the	the	DET
fis-3076	177	28	testing	testing	NOUN
fis-3076	177	29	rig	rig	NOUN
fis-3076	177	30	,	,	PUNCT
fis-3076	177	31	model	model	NOUN
fis-3076	177	32	limitations	limitation	NOUN
fis-3076	177	33	in	in	ADP
fis-3076	177	34	terms	term	NOUN
fis-3076	177	35	of	of	ADP
fis-3076	177	36	material	material	NOUN
fis-3076	177	37	idealization	idealization	NOUN
fis-3076	177	38	and	and	CCONJ
fis-3076	177	39	mesh	mesh	NOUN
fis-3076	177	40	,	,	PUNCT
fis-3076	177	41	or	or	CCONJ
fis-3076	177	42	a	a	DET
fis-3076	177	43	combination	combination	NOUN
fis-3076	177	44	of	of	ADP
fis-3076	177	45	these	these	DET
fis-3076	177	46	factors	factor	NOUN
fis-3076	177	47	.	.	PUNCT
fis-3076	178	1	however	however	ADV
fis-3076	178	2	,	,	PUNCT
fis-3076	178	3	the	the	DET
fis-3076	178	4	observed	observe	VERB
fis-3076	178	5	difference	difference	NOUN
fis-3076	178	6	in	in	ADP
fis-3076	178	7	d	d	PROPN
fis-3076	178	8	is	be	AUX
fis-3076	178	9	within	within	ADP
fis-3076	178	10	the	the	DET
fis-3076	178	11	acceptable	acceptable	ADJ
fis-3076	178	12	maximum	maximum	ADJ
fis-3076	178	13	range	range	NOUN
fis-3076	178	14	found	find	VERB
fis-3076	178	15	in	in	ADP
fis-3076	178	16	the	the	DET
fis-3076	178	17	literature	literature	NOUN
fis-3076	178	18	[	[	X
fis-3076	178	19	31	31	NUM
fis-3076	178	20	]	]	PUNCT
fis-3076	178	21	and	and	CCONJ
fis-3076	178	22	does	do	AUX
fis-3076	178	23	n’t	not	PART
fis-3076	178	24	affect	affect	VERB
fis-3076	178	25	the	the	DET
fis-3076	178	26	overall	overall	ADJ
fis-3076	178	27	accuracy	accuracy	NOUN
fis-3076	178	28	of	of	ADP
fis-3076	178	29	the	the	DET
fis-3076	178	30	model	model	NOUN
fis-3076	178	31	's	's	PART
fis-3076	178	32	results	result	NOUN
fis-3076	178	33	.	.	PUNCT
fis-3076	179	1	fig	fig	NOUN
fis-3076	179	2	.	.	PUNCT
fis-3076	180	1	6	6	NUM
fis-3076	180	2	shows	show	VERB
fis-3076	180	3	the	the	DET
fis-3076	180	4	displacement	displacement	ADJ
fis-3076	180	5	-	-	PUNCT
fis-3076	180	6	time	time	NOUN
fis-3076	180	7	histories	history	NOUN
fis-3076	180	8	(	(	PUNCT
fis-3076	180	9	d	d	PROPN
fis-3076	180	10	-	-	PUNCT
fis-3076	180	11	t	t	NOUN
fis-3076	180	12	)	)	PUNCT
fis-3076	180	13	for	for	ADP
fis-3076	180	14	the	the	DET
fis-3076	180	15	modelled	model	VERB
fis-3076	180	16	beams	beam	NOUN
fis-3076	180	17	.	.	PUNCT
fis-3076	181	1	it	it	PRON
fis-3076	181	2	can	can	AUX
fis-3076	181	3	be	be	AUX
fis-3076	181	4	shown	show	VERB
fis-3076	181	5	in	in	ADP
fis-3076	181	6	this	this	DET
fis-3076	181	7	figure	figure	NOUN
fis-3076	181	8	that	that	SCONJ
fis-3076	181	9	the	the	DET
fis-3076	181	10	overall	overall	ADJ
fis-3076	181	11	displacement	displacement	NOUN
fis-3076	181	12	of	of	ADP
fis-3076	181	13	strengthened	strengthen	VERB
fis-3076	181	14	beams	beam	NOUN
fis-3076	181	15	is	be	AUX
fis-3076	181	16	usually	usually	ADV
fis-3076	181	17	less	less	ADJ
fis-3076	181	18	than	than	ADP
fis-3076	181	19	that	that	PRON
fis-3076	181	20	of	of	ADP
fis-3076	181	21	un	un	ADJ
fis-3076	181	22	-	-	ADJ
fis-3076	181	23	strengthened	strengthen	VERB
fis-3076	181	24	beams	beam	NOUN
fis-3076	181	25	,	,	PUNCT
fis-3076	181	26	with	with	ADP
fis-3076	181	27	different	different	ADJ
fis-3076	181	28	values	value	NOUN
fis-3076	181	29	depending	depend	VERB
fis-3076	181	30	on	on	ADP
fis-3076	181	31	the	the	DET
fis-3076	181	32	cfrp	cfrp	NOUN
fis-3076	181	33	configuration	configuration	NOUN
fis-3076	181	34	.	.	PUNCT
fis-3076	182	1	in	in	ADP
fis-3076	182	2	addition	addition	NOUN
fis-3076	182	3	,	,	PUNCT
fis-3076	182	4	the	the	DET
fis-3076	182	5	comparison	comparison	NOUN
fis-3076	182	6	between	between	ADP
fis-3076	182	7	the	the	DET
fis-3076	182	8	experimental	experimental	ADJ
fis-3076	182	9	and	and	CCONJ
fis-3076	182	10	fe	fe	X
fis-3076	182	11	(	(	PUNCT
fis-3076	182	12	δ	δ	PROPN
fis-3076	182	13	-	-	PUNCT
fis-3076	182	14	t	t	PROPN
fis-3076	182	15	)	)	PUNCT
fis-3076	182	16	history	history	NOUN
fis-3076	182	17	confirmed	confirm	VERB
fis-3076	182	18	the	the	DET
fis-3076	182	19	capability	capability	NOUN
fis-3076	182	20	of	of	ADP
fis-3076	182	21	developed	develop	VERB
fis-3076	182	22	models	model	NOUN
fis-3076	182	23	in	in	ADP
fis-3076	182	24	capturing	capture	VERB
fis-3076	182	25	these	these	DET
fis-3076	182	26	curves	curve	NOUN
fis-3076	182	27	very	very	ADV
fis-3076	182	28	well	well	ADV
fis-3076	182	29	,	,	PUNCT
fis-3076	182	30	for	for	ADP
fis-3076	182	31	both	both	PRON
fis-3076	182	32	,	,	PUNCT
fis-3076	182	33	the	the	DET
fis-3076	182	34	un	un	ADJ
fis-3076	182	35	-	-	ADJ
fis-3076	182	36	strengthened	strengthen	VERB
fis-3076	182	37	samples	sample	NOUN
fis-3076	182	38	,	,	PUNCT
fis-3076	182	39	and	and	CCONJ
fis-3076	182	40	this	this	PRON
fis-3076	182	41	strengthened	strengthen	VERB
fis-3076	182	42	by	by	ADP
fis-3076	182	43	longitudinal	longitudinal	ADJ
fis-3076	182	44	cfrp	cfrp	PROPN
fis-3076	182	45	sheet	sheet	NOUN
fis-3076	182	46	.	.	PUNCT
fis-3076	183	1	furthermore	furthermore	ADV
fis-3076	183	2	,	,	PUNCT
fis-3076	183	3	cfrp	cfrp	NOUN
fis-3076	183	4	strengthening	strengthening	NOUN
fis-3076	183	5	can	can	AUX
fis-3076	183	6	be	be	AUX
fis-3076	183	7	considered	consider	VERB
fis-3076	183	8	an	an	DET
fis-3076	183	9	effective	effective	ADJ
fis-3076	183	10	method	method	NOUN
fis-3076	183	11	to	to	PART
fis-3076	183	12	reduce	reduce	VERB
fis-3076	183	13	impact	impact	NOUN
fis-3076	183	14	and	and	CCONJ
fis-3076	183	15	blast	blast	NOUN
fis-3076	183	16	loads	load	NOUN
fis-3076	183	17	.	.	PUNCT
fis-3076	184	1	fig	fig	NOUN
fis-3076	184	2	.	.	PUNCT
fis-3076	185	1	7	7	NUM
fis-3076	185	2	shows	show	VERB
fis-3076	185	3	that	that	SCONJ
fis-3076	185	4	the	the	DET
fis-3076	185	5	reaction	reaction	NOUN
fis-3076	185	6	forces	force	NOUN
fis-3076	185	7	began	begin	VERB
fis-3076	185	8	as	as	ADP
fis-3076	185	9	negatives	negative	NOUN
fis-3076	185	10	due	due	ADJ
fis-3076	185	11	to	to	ADP
fis-3076	185	12	the	the	DET
fis-3076	185	13	rayleigh	rayleigh	PROPN
fis-3076	185	14	wave	wave	NOUN
fis-3076	185	15	as	as	SCONJ
fis-3076	185	16	described	describe	VERB
fis-3076	185	17	above	above	ADV
fis-3076	185	18	,	,	PUNCT
fis-3076	185	19	then	then	ADV
fis-3076	185	20	increased	increase	VERB
fis-3076	185	21	to	to	ADP
fis-3076	185	22	maximum	maximum	ADJ
fis-3076	185	23	values	value	NOUN
fis-3076	185	24	in	in	ADP
fis-3076	185	25	the	the	DET
fis-3076	185	26	positive	positive	ADJ
fis-3076	185	27	region	region	NOUN
fis-3076	185	28	due	due	ADP
fis-3076	185	29	to	to	ADP
fis-3076	185	30	the	the	DET
fis-3076	185	31	global	global	ADJ
fis-3076	185	32	equilibrium	equilibrium	NOUN
fis-3076	185	33	of	of	ADP
fis-3076	185	34	the	the	DET
fis-3076	185	35	beam	beam	NOUN
fis-3076	185	36	against	against	ADP
fis-3076	185	37	impact	impact	NOUN
fis-3076	185	38	loadings	loading	NOUN
fis-3076	185	39	,	,	PUNCT
fis-3076	185	40	before	before	ADP
fis-3076	185	41	returning	return	VERB
fis-3076	185	42	to	to	ADP
fis-3076	185	43	negatives	negative	NOUN
fis-3076	185	44	due	due	ADJ
fis-3076	185	45	to	to	ADP
fis-3076	185	46	free	free	ADJ
fis-3076	185	47	vibrations	vibration	NOUN
fis-3076	185	48	of	of	ADP
fis-3076	185	49	the	the	DET
fis-3076	185	50	beam	beam	NOUN
fis-3076	185	51	.	.	PUNCT
fis-3076	186	1	the	the	DET
fis-3076	186	2	first	first	ADJ
fis-3076	186	3	maximum	maximum	ADJ
fis-3076	186	4	negative	negative	ADJ
fis-3076	186	5	reaction	reaction	NOUN
fis-3076	186	6	forces	force	NOUN
fis-3076	186	7	associated	associate	VERB
fis-3076	186	8	with	with	ADP
fis-3076	186	9	beam	beam	NOUN
fis-3076	186	10	-	-	PUNCT
fis-3076	186	11	free	free	ADJ
fis-3076	186	12	vibrations	vibration	NOUN
fis-3076	186	13	were	be	AUX
fis-3076	186	14	greater	great	ADJ
fis-3076	186	15	than	than	ADP
fis-3076	186	16	their	their	PRON
fis-3076	186	17	second	second	ADJ
fis-3076	186	18	counterparts	counterpart	NOUN
fis-3076	186	19	.	.	PUNCT
fis-3076	187	1	another	another	DET
fis-3076	187	2	way	way	NOUN
fis-3076	187	3	to	to	PART
fis-3076	187	4	validate	validate	VERB
fis-3076	187	5	the	the	DET
fis-3076	187	6	accuracy	accuracy	NOUN
fis-3076	187	7	of	of	ADP
fis-3076	187	8	a	a	DET
fis-3076	187	9	developed	develop	VERB
fis-3076	187	10	model	model	NOUN
fis-3076	187	11	is	be	AUX
fis-3076	187	12	the	the	DET
fis-3076	187	13	concrete	concrete	ADJ
fis-3076	187	14	crack	crack	NOUN
fis-3076	187	15	pattern	pattern	NOUN
fis-3076	187	16	.	.	PUNCT
fis-3076	188	1	in	in	ADP
fis-3076	188	2	most	most	ADJ
fis-3076	188	3	cases	case	NOUN
fis-3076	188	4	,	,	PUNCT
fis-3076	188	5	the	the	DET
fis-3076	188	6	cracking	crack	VERB
fis-3076	188	7	patterns	pattern	NOUN
fis-3076	188	8	in	in	ADP
fis-3076	188	9	abaqus	abaqus	NOUN
fis-3076	188	10	are	be	AUX
fis-3076	188	11	visualized	visualize	VERB
fis-3076	188	12	by	by	ADP
fis-3076	188	13	plotting	plot	VERB
fis-3076	188	14	the	the	DET
fis-3076	188	15	concrete	concrete	ADJ
fis-3076	188	16	principal	principal	NOUN
fis-3076	188	17	strains[32	strains[32	NOUN
fis-3076	188	18	]	]	PUNCT
fis-3076	188	19	;	;	PUNCT
fis-3076	188	20	but	but	CCONJ
fis-3076	188	21	in	in	ADP
fis-3076	188	22	this	this	DET
fis-3076	188	23	analysis	analysis	NOUN
fis-3076	188	24	,	,	PUNCT
fis-3076	188	25	a	a	DET
fis-3076	188	26	more	more	ADV
fis-3076	188	27	precise	precise	ADJ
fis-3076	188	28	methodology	methodology	NOUN
fis-3076	188	29	is	be	AUX
fis-3076	188	30	used	use	VERB
fis-3076	188	31	by	by	ADP
fis-3076	188	32	enabling	enable	VERB
fis-3076	188	33	and	and	CCONJ
fis-3076	188	34	plotting	plot	VERB
fis-3076	188	35	the	the	DET
fis-3076	188	36	tensile	tensile	NOUN
fis-3076	188	37	damage	damage	NOUN
fis-3076	188	38	parameter	parameter	NOUN
fis-3076	188	39	(	(	PUNCT
fis-3076	188	40	dt	dt	PROPN
fis-3076	188	41	)	)	PUNCT
fis-3076	188	42	in	in	ADP
fis-3076	188	43	the	the	DET
fis-3076	188	44	cdp	cdp	PROPN
fis-3076	188	45	model	model	NOUN
fis-3076	188	46	.	.	PUNCT
fis-3076	189	1	tab	tab	NOUN
fis-3076	189	2	.	.	PUNCT
fis-3076	189	3	4	4	NUM
fis-3076	189	4	shows	show	VERB
fis-3076	189	5	the	the	DET
fis-3076	189	6	experimental	experimental	ADJ
fis-3076	189	7	and	and	CCONJ
fis-3076	189	8	fe	fe	NOUN
fis-3076	189	9	predicted	predict	VERB
fis-3076	189	10	cracks	crack	NOUN
fis-3076	189	11	patterns	pattern	NOUN
fis-3076	189	12	for	for	ADP
fis-3076	189	13	two	two	NUM
fis-3076	189	14	beams	beam	NOUN
fis-3076	189	15	from	from	ADP
fis-3076	189	16	the	the	DET
fis-3076	189	17	experiment	experiment	NOUN
fis-3076	189	18	set	set	VERB
fis-3076	189	19	[	[	X
fis-3076	189	20	19	19	NUM
fis-3076	189	21	]	]	PUNCT
fis-3076	189	22	.	.	PUNCT
fis-3076	190	1	the	the	DET
fis-3076	190	2	crack	crack	NOUN
fis-3076	190	3	patterns	pattern	NOUN
fis-3076	190	4	from	from	ADP
fis-3076	190	5	the	the	DET
fis-3076	190	6	model	model	NOUN
fis-3076	190	7	were	be	AUX
fis-3076	190	8	almost	almost	ADV
fis-3076	190	9	identical	identical	ADJ
fis-3076	190	10	to	to	ADP
fis-3076	190	11	those	those	PRON
fis-3076	190	12	occurring	occur	VERB
fis-3076	190	13	in	in	ADP
fis-3076	190	14	the	the	DET
fis-3076	190	15	experimental	experimental	ADJ
fis-3076	190	16	tests	test	NOUN
fis-3076	190	17	.	.	PUNCT
fis-3076	191	1	sample	sample	NOUN
fis-3076	191	2	peak	peak	NOUN
fis-3076	191	3	impact	impact	NOUN
fis-3076	191	4	force	force	NOUN
fis-3076	191	5			PROPN
fis-3076	191	6	maxf	maxf	PROPN
fis-3076	191	7	(	(	PUNCT
fis-3076	191	8	kn	kn	NOUN
fis-3076	191	9	)	)	PUNCT
fis-3076	191	10	maximum	maximum	ADJ
fis-3076	191	11	displacement	displacement	ADJ
fis-3076	191	12			NOUN
fis-3076	191	13	max	max	PUNCT
fis-3076	191	14	(	(	PUNCT
fis-3076	191	15	mm	mm	X
fis-3076	191	16	)	)	PUNCT
fis-3076	191	17	residual	residual	ADJ
fis-3076	191	18	displacement	displacement	NOUN
fis-3076	191	19	(	(	PUNCT
fis-3076	191	20	r	r	PROPN
fis-3076	191	21	)	)	PUNCT
fis-3076	191	22	(	(	PUNCT
fis-3076	191	23	mm	mm	X
fis-3076	191	24	)	)	PUNCT
fis-3076	191	25	duration	duration	NOUN
fis-3076	191	26	(	(	PUNCT
fis-3076	191	27	d	d	NOUN
fis-3076	191	28	)	)	PUNCT
fis-3076	191	29	(	(	PUNCT
fis-3076	191	30	ms	ms	PROPN
fis-3076	191	31	)	)	PUNCT
fis-3076	191	32	exp	exp	NOUN
fis-3076	191	33	fem	fem	PROPN
fis-3076	191	34	diff%	diff%	PROPN
fis-3076	191	35	exp	exp	NOUN
fis-3076	191	36	fem	fem	PROPN
fis-3076	191	37	diff%	diff%	PROPN
fis-3076	191	38	exp	exp	NOUN
fis-3076	191	39	fem	fem	PROPN
fis-3076	191	40	diff%	diff%	PROPN
fis-3076	191	41	exp	exp	NOUN
fis-3076	191	42	fem	fem	PROPN
fis-3076	191	43	diff	diff	PROPN
fis-3076	191	44	%	%	NOUN
fis-3076	191	45	rb	rb	VERB
fis-3076	191	46	453	453	NUM
fis-3076	191	47	442.4	442.4	NUM
fis-3076	191	48	2.4	2.4	NUM
fis-3076	191	49	%	%	NOUN
fis-3076	191	50	52.3	52.3	NUM
fis-3076	191	51	51.4	51.4	NUM
fis-3076	191	52	1.7	1.7	NUM
fis-3076	191	53	%	%	NOUN
fis-3076	191	54	41.6	41.6	NUM
fis-3076	191	55	49.5	49.5	NUM
fis-3076	191	56	16	16	NUM
fis-3076	191	57	%	%	NOUN
fis-3076	191	58	39	39	NUM
fis-3076	191	59	32	32	NUM
fis-3076	191	60	18	18	NUM
fis-3076	191	61	%	%	NOUN
fis-3076	191	62	nl1b	nl1b	NOUN
fis-3076	191	63	470	470	NUM
fis-3076	191	64	510.9	510.9	NUM
fis-3076	191	65	8	8	NUM
fis-3076	191	66	%	%	NOUN
fis-3076	191	67	41.1	41.1	NUM
fis-3076	191	68	38	38	NUM
fis-3076	191	69	7.6	7.6	NUM
fis-3076	191	70	%	%	NOUN
fis-3076	191	71	31.2	31.2	NUM
fis-3076	191	72	33.4	33.4	NUM
fis-3076	191	73	6.6	6.6	NUM
fis-3076	191	74	%	%	NOUN
fis-3076	191	75	38	38	NUM
fis-3076	191	76	32	32	NUM
fis-3076	191	77	16	16	NUM
fis-3076	191	78	%	%	NOUN
fis-3076	191	79	table	table	NOUN
fis-3076	191	80	3	3	NUM
fis-3076	191	81	:	:	PUNCT
fis-3076	191	82	comparison	comparison	NOUN
fis-3076	191	83	between	between	ADP
fis-3076	191	84	experimental	experimental	ADJ
fis-3076	191	85	and	and	CCONJ
fis-3076	191	86	fe	fe	NOUN
fis-3076	191	87	results	result	NOUN
fis-3076	191	88	.	.	PUNCT
fis-3076	192	1	(	(	PUNCT
fis-3076	192	2	a	a	X
fis-3076	192	3	)	)	PUNCT
fis-3076	192	4	(	(	PUNCT
fis-3076	192	5	b	b	X
fis-3076	192	6	)	)	PUNCT
fis-3076	192	7	figure	figure	NOUN
fis-3076	192	8	5	5	NUM
fis-3076	192	9	:	:	SYM
fis-3076	192	10	fe	fe	X
fis-3076	192	11	versus	versus	ADP
fis-3076	192	12	experimental	experimental	ADJ
fis-3076	192	13	impact	impact	NOUN
fis-3076	192	14	force	force	NOUN
fis-3076	192	15	-	-	PUNCT
fis-3076	192	16	time	time	NOUN
fis-3076	192	17	histories	history	NOUN
fis-3076	192	18	:	:	PUNCT
fis-3076	192	19	(	(	PUNCT
fis-3076	192	20	a	a	X
fis-3076	192	21	)	)	PUNCT
fis-3076	192	22	beam	beam	NOUN
fis-3076	192	23	rb	rb	NOUN
fis-3076	192	24	,	,	PUNCT
fis-3076	192	25	and	and	CCONJ
fis-3076	192	26	(	(	PUNCT
fis-3076	192	27	b	b	NOUN
fis-3076	192	28	)	)	PUNCT
fis-3076	192	29	beam	beam	NOUN
fis-3076	192	30	nl1b	nl1b	PROPN
fis-3076	192	31	.	.	PROPN
fis-3076	192	32	m.	m.	PROPN
fis-3076	192	33	emara	emara	PROPN
fis-3076	192	34	et	et	PROPN
fis-3076	192	35	alii	alii	PROPN
fis-3076	192	36	,	,	PUNCT
fis-3076	192	37	frattura	frattura	PROPN
fis-3076	192	38	ed	ed	PROPN
fis-3076	192	39	integrità	integrità	PROPN
fis-3076	192	40	strutturale	strutturale	PROPN
fis-3076	192	41	,	,	PUNCT
fis-3076	192	42	58	58	NUM
fis-3076	192	43	(	(	PUNCT
fis-3076	192	44	2021	2021	NUM
fis-3076	192	45	)	)	PUNCT
fis-3076	192	46	48	48	NUM
fis-3076	192	47	-	-	SYM
fis-3076	192	48	64	64	NUM
fis-3076	192	49	;	;	PUNCT
fis-3076	192	50	doi	doi	NOUN
fis-3076	192	51	:	:	PUNCT
fis-3076	192	52	10.3221	10.3221	NUM
fis-3076	192	53	/	/	SYM
fis-3076	192	54	igf	igf	PROPN
fis-3076	192	55	-	-	PUNCT
fis-3076	192	56	esis.58.04	esis.58.04	PROPN
fis-3076	192	57	55	55	NUM
fis-3076	192	58	(	(	PUNCT
fis-3076	192	59	a	a	NOUN
fis-3076	192	60	)	)	PUNCT
fis-3076	192	61	(	(	PUNCT
fis-3076	192	62	b	b	X
fis-3076	192	63	)	)	PUNCT
fis-3076	192	64	figure	figure	NOUN
fis-3076	192	65	6	6	NUM
fis-3076	192	66	:	:	SYM
fis-3076	192	67	fe	fe	X
fis-3076	192	68	versus	versus	ADP
fis-3076	192	69	experimental	experimental	ADJ
fis-3076	192	70	displacement	displacement	ADJ
fis-3076	192	71	-	-	PUNCT
fis-3076	192	72	time	time	NOUN
fis-3076	192	73	histories	history	NOUN
fis-3076	192	74	:	:	PUNCT
fis-3076	192	75	(	(	PUNCT
fis-3076	192	76	a	a	X
fis-3076	192	77	)	)	PUNCT
fis-3076	192	78	beam	beam	NOUN
fis-3076	192	79	rb	rb	NOUN
fis-3076	192	80	,	,	PUNCT
fis-3076	192	81	and	and	CCONJ
fis-3076	192	82	(	(	PUNCT
fis-3076	192	83	b	b	NOUN
fis-3076	192	84	)	)	PUNCT
fis-3076	192	85	beam	beam	NOUN
fis-3076	192	86	nl1b	nl1b	PROPN
fis-3076	192	87	.	.	PUNCT
fis-3076	193	1	(	(	PUNCT
fis-3076	193	2	a	a	X
fis-3076	193	3	)	)	PUNCT
fis-3076	193	4	(	(	PUNCT
fis-3076	193	5	b	b	X
fis-3076	193	6	)	)	PUNCT
fis-3076	193	7	figure	figure	NOUN
fis-3076	193	8	7	7	NUM
fis-3076	193	9	:	:	SYM
fis-3076	193	10	fe	fe	X
fis-3076	193	11	versus	versus	ADP
fis-3076	193	12	experimental	experimental	ADJ
fis-3076	193	13	reactions	reaction	NOUN
fis-3076	193	14	-	-	PUNCT
fis-3076	193	15	time	time	NOUN
fis-3076	193	16	histories	history	NOUN
fis-3076	193	17	:	:	PUNCT
fis-3076	193	18	(	(	PUNCT
fis-3076	193	19	a	a	X
fis-3076	193	20	)	)	PUNCT
fis-3076	193	21	beam	beam	NOUN
fis-3076	193	22	rb	rb	NOUN
fis-3076	193	23	,	,	PUNCT
fis-3076	193	24	and	and	CCONJ
fis-3076	193	25	(	(	PUNCT
fis-3076	193	26	b	b	NOUN
fis-3076	193	27	)	)	PUNCT
fis-3076	193	28	beam	beam	NOUN
fis-3076	193	29	nl1b	nl1b	PROPN
fis-3076	193	30	.	.	PUNCT
fis-3076	194	1	parametric	parametric	PROPN
fis-3076	194	2	study	study	PROPN
fis-3076	194	3	ue	ue	INTJ
fis-3076	194	4	to	to	ADP
fis-3076	194	5	the	the	DET
fis-3076	194	6	scarcity	scarcity	NOUN
fis-3076	194	7	of	of	ADP
fis-3076	194	8	studies	study	NOUN
fis-3076	194	9	on	on	ADP
fis-3076	194	10	rc	rc	PROPN
fis-3076	194	11	beams	beam	NOUN
fis-3076	194	12	strengthened	strengthen	VERB
fis-3076	194	13	in	in	ADP
fis-3076	194	14	flexure	flexure	NOUN
fis-3076	194	15	and	and	CCONJ
fis-3076	194	16	subjected	subject	VERB
fis-3076	194	17	to	to	ADP
fis-3076	194	18	impact	impact	NOUN
fis-3076	194	19	loading	loading	NOUN
fis-3076	194	20	,	,	PUNCT
fis-3076	194	21	the	the	DET
fis-3076	194	22	optimized	optimize	VERB
fis-3076	194	23	fe	fe	PROPN
fis-3076	194	24	model	model	NOUN
fis-3076	194	25	presents	present	VERB
fis-3076	194	26	a	a	DET
fis-3076	194	27	great	great	ADJ
fis-3076	194	28	opportunity	opportunity	NOUN
fis-3076	194	29	to	to	PART
fis-3076	194	30	investigate	investigate	VERB
fis-3076	194	31	the	the	DET
fis-3076	194	32	behavior	behavior	NOUN
fis-3076	194	33	of	of	ADP
fis-3076	194	34	these	these	DET
fis-3076	194	35	members	member	NOUN
fis-3076	194	36	in	in	ADP
fis-3076	194	37	depth	depth	NOUN
fis-3076	194	38	and	and	CCONJ
fis-3076	194	39	to	to	PART
fis-3076	194	40	perform	perform	VERB
fis-3076	194	41	a	a	DET
fis-3076	194	42	detailed	detailed	ADJ
fis-3076	194	43	parametric	parametric	ADJ
fis-3076	194	44	study	study	NOUN
fis-3076	194	45	on	on	ADP
fis-3076	194	46	the	the	DET
fis-3076	194	47	effects	effect	NOUN
fis-3076	194	48	of	of	ADP
fis-3076	194	49	several	several	ADJ
fis-3076	194	50	variables	variable	NOUN
fis-3076	194	51	that	that	PRON
fis-3076	194	52	are	be	AUX
fis-3076	194	53	designed	design	VERB
fis-3076	194	54	to	to	PART
fis-3076	194	55	affect	affect	VERB
fis-3076	194	56	the	the	DET
fis-3076	194	57	member	member	NOUN
fis-3076	194	58	's	's	PART
fis-3076	194	59	capacity	capacity	NOUN
fis-3076	194	60	.	.	PUNCT
fis-3076	195	1	the	the	DET
fis-3076	195	2	following	follow	VERB
fis-3076	195	3	sections	section	NOUN
fis-3076	195	4	discuss	discuss	VERB
fis-3076	195	5	the	the	DET
fis-3076	195	6	parametric	parametric	ADJ
fis-3076	195	7	analysis	analysis	NOUN
fis-3076	195	8	carried	carry	VERB
fis-3076	195	9	out	out	ADP
fis-3076	195	10	concerning	concern	VERB
fis-3076	195	11	the	the	DET
fis-3076	195	12	type	type	NOUN
fis-3076	195	13	and	and	CCONJ
fis-3076	195	14	diameter	diameter	NOUN
fis-3076	195	15	of	of	ADP
fis-3076	195	16	reinforcement	reinforcement	NOUN
fis-3076	195	17	bars	bar	NOUN
fis-3076	195	18	,	,	PUNCT
fis-3076	195	19	geometric	geometric	ADJ
fis-3076	195	20	parameters	parameter	NOUN
fis-3076	195	21	of	of	ADP
fis-3076	195	22	cfrp	cfrp	NOUN
fis-3076	195	23	layer	layer	NOUN
fis-3076	195	24	of	of	ADP
fis-3076	195	25	externally	externally	ADV
fis-3076	195	26	bond	bond	NOUN
fis-3076	195	27	reinforcement	reinforcement	NOUN
fis-3076	195	28	ebr	ebr	PROPN
fis-3076	195	29	(	(	PUNCT
fis-3076	195	30	width	width	ADJ
fis-3076	195	31	,	,	PUNCT
fis-3076	195	32	length	length	NOUN
fis-3076	195	33	and	and	CCONJ
fis-3076	195	34	thickness	thickness	NOUN
fis-3076	195	35	)	)	PUNCT
fis-3076	195	36	,	,	PUNCT
fis-3076	195	37	impact	impact	NOUN
fis-3076	195	38	velocity	velocity	NOUN
fis-3076	195	39	and	and	CCONJ
fis-3076	195	40	position	position	NOUN
fis-3076	195	41	of	of	ADP
fis-3076	195	42	the	the	DET
fis-3076	195	43	impactor	impactor	NOUN
fis-3076	195	44	in	in	ADP
fis-3076	195	45	relation	relation	NOUN
fis-3076	195	46	to	to	ADP
fis-3076	195	47	the	the	DET
fis-3076	195	48	length	length	NOUN
fis-3076	195	49	of	of	ADP
fis-3076	195	50	the	the	DET
fis-3076	195	51	beam	beam	NOUN
fis-3076	195	52	.	.	PUNCT
fis-3076	196	1	as	as	SCONJ
fis-3076	196	2	shown	show	VERB
fis-3076	196	3	in	in	ADP
fis-3076	196	4	tab	tab	NOUN
fis-3076	196	5	.	.	PUNCT
fis-3076	197	1	5	5	NUM
fis-3076	197	2	,	,	PUNCT
fis-3076	197	3	fourteen	fourteen	NUM
fis-3076	197	4	specimens	specimen	NOUN
fis-3076	197	5	were	be	AUX
fis-3076	197	6	strengthened	strengthen	VERB
fis-3076	197	7	using	use	VERB
fis-3076	197	8	cfrp	cfrp	NOUN
fis-3076	197	9	sheets	sheet	NOUN
fis-3076	197	10	.	.	PUNCT
fis-3076	198	1	the	the	DET
fis-3076	198	2	length	length	NOUN
fis-3076	198	3	and	and	CCONJ
fis-3076	198	4	width	width	NOUN
fis-3076	198	5	of	of	ADP
fis-3076	198	6	cfrp	cfrp	NOUN
fis-3076	198	7	sheet	sheet	NOUN
fis-3076	198	8	varied	varied	ADJ
fis-3076	198	9	in	in	ADP
fis-3076	198	10	different	different	ADJ
fis-3076	198	11	specimens	specimen	NOUN
fis-3076	198	12	.	.	PUNCT
fis-3076	199	1	two	two	NUM
fis-3076	199	2	specimens	specimen	NOUN
fis-3076	199	3	were	be	AUX
fis-3076	199	4	kept	keep	VERB
fis-3076	199	5	without	without	ADP
fis-3076	199	6	change	change	NOUN
fis-3076	199	7	in	in	ADP
fis-3076	199	8	cfrp	cfrp	NOUN
fis-3076	199	9	length	length	NOUN
fis-3076	199	10	or	or	CCONJ
fis-3076	199	11	width	width	ADJ
fis-3076	199	12	,	,	PUNCT
fis-3076	199	13	but	but	CCONJ
fis-3076	199	14	reinforcement	reinforcement	NOUN
fis-3076	199	15	changed	change	VERB
fis-3076	199	16	only	only	ADV
fis-3076	199	17	.	.	PUNCT
fis-3076	200	1	specimens	specimen	NOUN
fis-3076	200	2	are	be	AUX
fis-3076	200	3	named	name	VERB
fis-3076	200	4	as	as	SCONJ
fis-3076	200	5	follows	follow	VERB
fis-3076	200	6	;	;	PUNCT
fis-3076	200	7	ba	ba	NOUN
fis-3076	200	8	-	-	PUNCT
fis-3076	200	9	bdcld	bdcld	PROPN
fis-3076	200	10	.	.	PUNCT
fis-3076	201	1	the	the	DET
fis-3076	201	2	letters	letter	NOUN
fis-3076	201	3	a	a	DET
fis-3076	201	4	,	,	PUNCT
fis-3076	201	5	b	b	PROPN
fis-3076	201	6	,	,	PUNCT
fis-3076	201	7	c	c	NOUN
fis-3076	201	8	,	,	PUNCT
fis-3076	201	9	and	and	CCONJ
fis-3076	201	10	d	d	NOUN
fis-3076	201	11	refer	refer	VERB
fis-3076	201	12	to	to	ADP
fis-3076	201	13	beam	beam	NOUN
fis-3076	201	14	number	number	NOUN
fis-3076	201	15	,	,	PUNCT
fis-3076	201	16	tensile	tensile	NOUN
fis-3076	201	17	bar	bar	NOUN
fis-3076	201	18	diameter	diameter	NOUN
fis-3076	201	19	,	,	PUNCT
fis-3076	201	20	the	the	DET
fis-3076	201	21	width	width	NOUN
fis-3076	201	22	of	of	ADP
fis-3076	201	23	layer	layer	NOUN
fis-3076	201	24	and	and	CCONJ
fis-3076	201	25	length	length	NOUN
fis-3076	201	26	of	of	ADP
fis-3076	201	27	cfrp	cfrp	PROPN
fis-3076	201	28	sheet	sheet	NOUN
fis-3076	201	29	,	,	PUNCT
fis-3076	201	30	respectively	respectively	ADV
fis-3076	201	31	.	.	PUNCT
fis-3076	202	1	d	d	X
fis-3076	202	2	m.	m.	NOUN
fis-3076	202	3	emara	emara	PROPN
fis-3076	202	4	et	et	PROPN
fis-3076	202	5	alii	alii	PROPN
fis-3076	202	6	,	,	PUNCT
fis-3076	202	7	frattura	frattura	PROPN
fis-3076	202	8	ed	ed	PROPN
fis-3076	202	9	integrità	integrità	PROPN
fis-3076	202	10	strutturale	strutturale	PROPN
fis-3076	202	11	,	,	PUNCT
fis-3076	202	12	58	58	NUM
fis-3076	202	13	(	(	PUNCT
fis-3076	202	14	2021	2021	NUM
fis-3076	202	15	)	)	PUNCT
fis-3076	202	16	48	48	NUM
fis-3076	202	17	-	-	SYM
fis-3076	202	18	64	64	NUM
fis-3076	202	19	;	;	PUNCT
fis-3076	202	20	doi	doi	NOUN
fis-3076	202	21	:	:	PUNCT
fis-3076	202	22	10.3221	10.3221	NUM
fis-3076	202	23	/	/	SYM
fis-3076	202	24	igf	igf	PROPN
fis-3076	202	25	-	-	ADJ
fis-3076	202	26	esis.58.04	esis.58.04	PROPN
fis-3076	202	27	56	56	NUM
fis-3076	202	28	beam	beam	NOUN
fis-3076	202	29	exp	exp	NOUN
fis-3076	202	30	/	/	SYM
fis-3076	202	31	fem	fem	NOUN
fis-3076	202	32	comparison	comparison	NOUN
fis-3076	202	33	rb	rb	PROPN
fis-3076	202	34	exp	exp	PROPN
fis-3076	202	35	fem	fem	X
fis-3076	202	36	nl1b	nl1b	PROPN
fis-3076	202	37	exp	exp	NOUN
fis-3076	202	38	fem	fem	NOUN
fis-3076	202	39	table	table	NOUN
fis-3076	202	40	4	4	NUM
fis-3076	202	41	:	:	SYM
fis-3076	202	42	fe	fe	X
fis-3076	202	43	versus	versus	ADP
fis-3076	202	44	experimental	experimental	ADJ
fis-3076	202	45	failure	failure	NOUN
fis-3076	202	46	modes	mode	NOUN
fis-3076	202	47	.	.	PUNCT
fis-3076	203	1	samples	sample	NOUN
fis-3076	203	2	parameters	parameter	NOUN
fis-3076	203	3	reinforcement	reinforcement	NOUN
fis-3076	203	4	width	width	NOUN
fis-3076	203	5	of	of	ADP
fis-3076	203	6	cfrp	cfrp	NOUN
fis-3076	203	7	sheet	sheet	NOUN
fis-3076	203	8	(	(	PUNCT
fis-3076	203	9	mm	mm	NOUN
fis-3076	203	10	)	)	PUNCT
fis-3076	203	11	length	length	NOUN
fis-3076	203	12	of	of	ADP
fis-3076	203	13	cfrp	cfrp	PROPN
fis-3076	203	14	sheet	sheet	NOUN
fis-3076	203	15	(	(	PUNCT
fis-3076	203	16	mm	mm	NOUN
fis-3076	203	17	)	)	PUNCT
fis-3076	203	18	b1	b1	NOUN
fis-3076	203	19	-	-	PUNCT
fis-3076	203	20	8d	8d	NUM
fis-3076	203	21	ph	ph	NOUN
fis-3076	203	22	8	8	NUM
fis-3076	203	23	75	75	NUM
fis-3076	203	24	full	full	ADJ
fis-3076	203	25	length	length	NOUN
fis-3076	203	26	b2	b2	NOUN
fis-3076	203	27	-	-	PUNCT
fis-3076	203	28	10d	10d	NUM
fis-3076	203	29	ph	ph	VERB
fis-3076	203	30	10	10	NUM
fis-3076	203	31	75	75	NUM
fis-3076	203	32	full	full	ADJ
fis-3076	203	33	length	length	NOUN
fis-3076	203	34	b3	b3	PROPN
fis-3076	203	35	-	-	PUNCT
fis-3076	203	36	12d-75l600	12d-75l600	NUM
fis-3076	203	37	ph	ph	NOUN
fis-3076	203	38	12	12	NUM
fis-3076	203	39	75	75	NUM
fis-3076	203	40	600	600	NUM
fis-3076	203	41	b4	b4	NOUN
fis-3076	203	42	-	-	PUNCT
fis-3076	203	43	12d-75l1200	12d-75l1200	NUM
fis-3076	203	44	1200	1200	NUM
fis-3076	203	45	b5	b5	PROPN
fis-3076	203	46	-	-	PUNCT
fis-3076	203	47	12d-75l	12d-75l	PROPN
fis-3076	203	48	full	full	ADJ
fis-3076	203	49	full	full	ADJ
fis-3076	203	50	length	length	NOUN
fis-3076	203	51	b6	b6	NOUN
fis-3076	203	52	-	-	PUNCT
fis-3076	203	53	12d-150l600	12d-150l600	NUM
fis-3076	203	54	150	150	NUM
fis-3076	203	55	600	600	NUM
fis-3076	203	56	b7	b7	NOUN
fis-3076	203	57	-	-	PUNCT
fis-3076	203	58	12d-150l1200	12d-150l1200	NUM
fis-3076	203	59	1200	1200	NUM
fis-3076	203	60	b8	b8	NOUN
fis-3076	203	61	-	-	PUNCT
fis-3076	203	62	12d-150l	12d-150l	NOUN
fis-3076	203	63	full	full	ADJ
fis-3076	203	64	full	full	ADJ
fis-3076	203	65	length	length	NOUN
fis-3076	203	66	b9	b9	NOUN
fis-3076	203	67	-	-	PUNCT
fis-3076	203	68	cbd-75l600	cbd-75l600	NOUN
fis-3076	203	69	cfrp	cfrp	NOUN
fis-3076	203	70	bars	bar	NOUN
fis-3076	203	71	75	75	NUM
fis-3076	203	72	600	600	NUM
fis-3076	203	73	b10	b10	NOUN
fis-3076	203	74	-	-	PUNCT
fis-3076	203	75	cbd75l1200	cbd75l1200	PROPN
fis-3076	203	76	1200	1200	NUM
fis-3076	203	77	b11	b11	NOUN
fis-3076	203	78	-	-	PUNCT
fis-3076	203	79	cbd-75l	cbd-75l	NOUN
fis-3076	203	80	full	full	ADJ
fis-3076	203	81	full	full	ADJ
fis-3076	203	82	length	length	NOUN
fis-3076	203	83	b12	b12	NOUN
fis-3076	203	84	-	-	PUNCT
fis-3076	203	85	cbd-150l600	cbd-150l600	VERB
fis-3076	203	86	150	150	NUM
fis-3076	203	87	600	600	NUM
fis-3076	203	88	b13	b13	NOUN
fis-3076	203	89	-	-	PUNCT
fis-3076	203	90	cbd-150l1200	cbd-150l1200	NOUN
fis-3076	203	91	1200	1200	NUM
fis-3076	203	92	b14	b14	NOUN
fis-3076	203	93	-	-	PUNCT
fis-3076	203	94	cbd-150l	cbd-150l	NOUN
fis-3076	203	95	full	full	ADJ
fis-3076	203	96	full	full	ADJ
fis-3076	203	97	length	length	NOUN
fis-3076	203	98	table	table	NOUN
fis-3076	203	99	5	5	NUM
fis-3076	203	100	:	:	PUNCT
fis-3076	203	101	parametric	parametric	ADJ
fis-3076	203	102	study	study	NOUN
fis-3076	203	103	specimens	specimen	NOUN
fis-3076	203	104	.	.	PUNCT
fis-3076	204	1	in	in	ADP
fis-3076	204	2	order	order	NOUN
fis-3076	204	3	to	to	PART
fis-3076	204	4	reduce	reduce	VERB
fis-3076	204	5	the	the	DET
fis-3076	204	6	displacement	displacement	NOUN
fis-3076	204	7	of	of	ADP
fis-3076	204	8	beams	beam	NOUN
fis-3076	204	9	showed	show	VERB
fis-3076	204	10	in	in	ADP
fis-3076	204	11	the	the	DET
fis-3076	204	12	experimental	experimental	ADJ
fis-3076	204	13	study	study	NOUN
fis-3076	204	14	of	of	ADP
fis-3076	204	15	pham	pham	PROPN
fis-3076	204	16	and	and	CCONJ
fis-3076	204	17	hao	hao	PROPN
fis-3076	204	18	and	and	CCONJ
fis-3076	204	19	the	the	DET
fis-3076	204	20	proposed	propose	VERB
fis-3076	204	21	fe	fe	PROPN
fis-3076	204	22	model	model	NOUN
fis-3076	204	23	,	,	PUNCT
fis-3076	204	24	some	some	DET
fis-3076	204	25	adjustments	adjustment	NOUN
fis-3076	204	26	were	be	AUX
fis-3076	204	27	made	make	VERB
fis-3076	204	28	to	to	ADP
fis-3076	204	29	the	the	DET
fis-3076	204	30	model	model	NOUN
fis-3076	204	31	.	.	PUNCT
fis-3076	205	1	figs	fig	NOUN
fis-3076	205	2	.	.	PUNCT
fis-3076	205	3	8	8	NUM
fis-3076	205	4	and	and	CCONJ
fis-3076	205	5	tab	tab	NOUN
fis-3076	205	6	.	.	PUNCT
fis-3076	205	7	6	6	NUM
fis-3076	205	8	show	show	VERB
fis-3076	205	9	the	the	DET
fis-3076	205	10	effect	effect	NOUN
fis-3076	205	11	of	of	ADP
fis-3076	205	12	reinforcement	reinforcement	NOUN
fis-3076	205	13	changes	change	NOUN
fis-3076	205	14	on	on	ADP
fis-3076	205	15	displacement	displacement	ADJ
fis-3076	205	16	-	-	PUNCT
fis-3076	205	17	time	time	NOUN
fis-3076	205	18	(	(	PUNCT
fis-3076	205	19	d	d	PROPN
fis-3076	205	20	-	-	PUNCT
fis-3076	205	21	t	t	NOUN
fis-3076	205	22	)	)	PUNCT
fis-3076	205	23	,	,	PUNCT
fis-3076	205	24	impact	impact	NOUN
fis-3076	205	25	force	force	NOUN
fis-3076	205	26	-	-	PUNCT
fis-3076	205	27	time	time	NOUN
fis-3076	205	28	(	(	PUNCT
fis-3076	205	29	f	f	X
fis-3076	205	30	-	-	PUNCT
fis-3076	205	31	t	t	PROPN
fis-3076	205	32	)	)	PUNCT
fis-3076	205	33	curves	curve	NOUN
fis-3076	205	34	,	,	PUNCT
fis-3076	205	35	and	and	CCONJ
fis-3076	205	36	failure	failure	NOUN
fis-3076	205	37	modes	mode	NOUN
fis-3076	205	38	.	.	PUNCT
fis-3076	206	1	three	three	NUM
fis-3076	206	2	different	different	ADJ
fis-3076	206	3	diameters	diameter	NOUN
fis-3076	206	4	were	be	AUX
fis-3076	206	5	used	use	VERB
fis-3076	206	6	to	to	PART
fis-3076	206	7	reinforce	reinforce	VERB
fis-3076	206	8	rc	rc	PROPN
fis-3076	206	9	beams	beam	NOUN
fis-3076	206	10	(	(	PUNCT
fis-3076	206	11	8,10	8,10	NUM
fis-3076	206	12	and	and	CCONJ
fis-3076	206	13	12	12	NUM
fis-3076	206	14	mm	mm	NOUN
fis-3076	206	15	)	)	PUNCT
fis-3076	206	16	,	,	PUNCT
fis-3076	206	17	moreover	moreover	ADV
fis-3076	206	18	reinforcing	reinforce	VERB
fis-3076	206	19	steel	steel	NOUN
fis-3076	206	20	bars	bar	NOUN
fis-3076	206	21	were	be	AUX
fis-3076	206	22	replaced	replace	VERB
fis-3076	206	23	by	by	ADP
fis-3076	206	24	cfrp	cfrp	NOUN
fis-3076	206	25	bars	bar	NOUN
fis-3076	206	26	.	.	PUNCT
fis-3076	207	1	these	these	DET
fis-3076	207	2	beams	beam	NOUN
fis-3076	207	3	are	be	AUX
fis-3076	207	4	represented	represent	VERB
fis-3076	207	5	as	as	ADP
fis-3076	207	6	(	(	PUNCT
fis-3076	207	7	b1	b1	NOUN
fis-3076	207	8	-	-	PUNCT
fis-3076	207	9	8d	8d	NUM
fis-3076	207	10	,	,	PUNCT
fis-3076	207	11	b2	b2	NOUN
fis-3076	207	12	-	-	PUNCT
fis-3076	207	13	10d	10d	NUM
fis-3076	207	14	,	,	PUNCT
fis-3076	207	15	b5	b5	PROPN
fis-3076	207	16	-	-	PUNCT
fis-3076	207	17	12d-75l	12d-75l	PROPN
fis-3076	207	18	full	full	ADJ
fis-3076	207	19	and	and	CCONJ
fis-3076	207	20	b11	b11	NOUN
fis-3076	207	21	-	-	PUNCT
fis-3076	207	22	cbd-75l	cbd-75l	NOUN
fis-3076	207	23	full	full	ADJ
fis-3076	207	24	)	)	PUNCT
fis-3076	207	25	.	.	PUNCT
fis-3076	208	1	from	from	ADP
fis-3076	208	2	these	these	DET
fis-3076	208	3	changes	change	NOUN
fis-3076	208	4	,	,	PUNCT
fis-3076	208	5	it	it	PRON
fis-3076	208	6	is	be	AUX
fis-3076	208	7	noted	note	VERB
fis-3076	208	8	that	that	SCONJ
fis-3076	208	9	the	the	DET
fis-3076	208	10	deflection	deflection	NOUN
fis-3076	208	11	had	have	AUX
fis-3076	208	12	reduced	reduce	VERB
fis-3076	208	13	by	by	ADP
fis-3076	208	14	(	(	PUNCT
fis-3076	208	15	6.6	6.6	NUM
fis-3076	208	16	,	,	PUNCT
fis-3076	208	17	14.8	14.8	NUM
fis-3076	208	18	,	,	PUNCT
fis-3076	208	19	29.1	29.1	NUM
fis-3076	208	20	%	%	NOUN
fis-3076	208	21	)	)	PUNCT
fis-3076	208	22	when	when	SCONJ
fis-3076	208	23	using	use	VERB
fis-3076	208	24	gradually	gradually	ADV
fis-3076	208	25	change	change	NOUN
fis-3076	208	26	in	in	ADP
fis-3076	208	27	diameters	diameter	NOUN
fis-3076	208	28	from	from	ADP
fis-3076	208	29	d8	d8	PROPN
fis-3076	208	30	to	to	ADP
fis-3076	208	31	cfrp	cfrp	PROPN
fis-3076	208	32	bars	bar	NOUN
fis-3076	208	33	.	.	PUNCT
fis-3076	209	1	m.	m.	NOUN
fis-3076	209	2	emara	emara	PROPN
fis-3076	209	3	et	et	PROPN
fis-3076	209	4	alii	alii	PROPN
fis-3076	209	5	,	,	PUNCT
fis-3076	209	6	frattura	frattura	PROPN
fis-3076	209	7	ed	ed	PROPN
fis-3076	209	8	integrità	integrità	PROPN
fis-3076	209	9	strutturale	strutturale	PROPN
fis-3076	209	10	,	,	PUNCT
fis-3076	209	11	58	58	NUM
fis-3076	209	12	(	(	PUNCT
fis-3076	209	13	2021	2021	NUM
fis-3076	209	14	)	)	PUNCT
fis-3076	209	15	48	48	NUM
fis-3076	209	16	-	-	SYM
fis-3076	209	17	64	64	NUM
fis-3076	209	18	;	;	PUNCT
fis-3076	209	19	doi	doi	NOUN
fis-3076	209	20	:	:	PUNCT
fis-3076	209	21	10.3221	10.3221	NUM
fis-3076	209	22	/	/	SYM
fis-3076	209	23	igf	igf	PROPN
fis-3076	209	24	-	-	ADJ
fis-3076	209	25	esis.58.04	esis.58.04	PROPN
fis-3076	209	26	57	57	NUM
fis-3076	209	27	(	(	PUNCT
fis-3076	209	28	a	a	NOUN
fis-3076	209	29	)	)	PUNCT
fis-3076	209	30	(	(	PUNCT
fis-3076	209	31	b	b	X
fis-3076	209	32	)	)	PUNCT
fis-3076	209	33	figure	figure	NOUN
fis-3076	209	34	8	8	NUM
fis-3076	209	35	:	:	PUNCT
fis-3076	209	36	effect	effect	NOUN
fis-3076	209	37	of	of	ADP
fis-3076	209	38	reinforcement	reinforcement	NOUN
fis-3076	209	39	type	type	NOUN
fis-3076	209	40	and	and	CCONJ
fis-3076	209	41	diameter	diameter	NOUN
fis-3076	209	42	:	:	PUNCT
fis-3076	209	43	(	(	PUNCT
fis-3076	209	44	a	a	X
fis-3076	209	45	)	)	PUNCT
fis-3076	209	46	displacement	displacement	ADJ
fis-3076	209	47	-	-	PUNCT
fis-3076	209	48	time	time	NOUN
fis-3076	209	49	histories	history	NOUN
fis-3076	209	50	,	,	PUNCT
fis-3076	209	51	and	and	CCONJ
fis-3076	209	52	(	(	PUNCT
fis-3076	209	53	b	b	NOUN
fis-3076	209	54	)	)	PUNCT
fis-3076	209	55	impact	impact	NOUN
fis-3076	209	56	force	force	NOUN
fis-3076	209	57	-	-	PUNCT
fis-3076	209	58	time	time	NOUN
fis-3076	209	59	histories	history	NOUN
fis-3076	209	60	.	.	PUNCT
fis-3076	210	1	sample	sample	NOUN
fis-3076	210	2	comparison	comparison	NOUN
fis-3076	210	3	b1	b1	NOUN
fis-3076	210	4	-	-	PUNCT
fis-3076	210	5	8d	8d	NUM
fis-3076	210	6	b2	b2	NOUN
fis-3076	210	7	-	-	PUNCT
fis-3076	210	8	10d	10d	NUM
fis-3076	210	9	b5	b5	PROPN
fis-3076	210	10	-	-	PUNCT
fis-3076	210	11	12d-75l	12d-75l	PROPN
fis-3076	210	12	full	full	ADJ
fis-3076	210	13	b11	b11	PROPN
fis-3076	210	14	-	-	PUNCT
fis-3076	210	15	cbd-75l	cbd-75l	NOUN
fis-3076	210	16	full	full	ADJ
fis-3076	210	17	table	table	NOUN
fis-3076	210	18	6	6	NUM
fis-3076	210	19	:	:	PUNCT
fis-3076	210	20	various	various	ADJ
fis-3076	210	21	reinforcement	reinforcement	NOUN
fis-3076	210	22	types	type	NOUN
fis-3076	210	23	and	and	CCONJ
fis-3076	210	24	diameters	diameter	NOUN
fis-3076	210	25	(	(	PUNCT
fis-3076	210	26	failure	failure	NOUN
fis-3076	210	27	modes	mode	NOUN
fis-3076	210	28	)	)	PUNCT
fis-3076	210	29	.	.	PUNCT
fis-3076	211	1	to	to	PART
fis-3076	211	2	increase	increase	VERB
fis-3076	211	3	the	the	DET
fis-3076	211	4	bending	bend	VERB
fis-3076	211	5	resistance	resistance	NOUN
fis-3076	211	6	of	of	ADP
fis-3076	211	7	the	the	DET
fis-3076	211	8	reinforced	reinforce	VERB
fis-3076	211	9	concrete	concrete	ADJ
fis-3076	211	10	beams	beam	NOUN
fis-3076	211	11	,	,	PUNCT
fis-3076	211	12	it	it	PRON
fis-3076	211	13	’s	’s	AUX
fis-3076	211	14	suggested	suggest	VERB
fis-3076	211	15	to	to	ADP
fis-3076	211	16	strength	strength	NOUN
fis-3076	211	17	beams	beam	NOUN
fis-3076	211	18	with	with	ADP
fis-3076	211	19	one	one	NUM
fis-3076	211	20	layer	layer	NOUN
fis-3076	211	21	of	of	ADP
fis-3076	211	22	cfrp	cfrp	NOUN
fis-3076	211	23	with	with	ADP
fis-3076	211	24	different	different	ADJ
fis-3076	211	25	lengths	length	NOUN
fis-3076	211	26	(	(	PUNCT
fis-3076	211	27	600mm,1200	600mm,1200	ADJ
fis-3076	211	28	mm	mm	NOUN
fis-3076	211	29	and	and	CCONJ
fis-3076	211	30	full	full	ADJ
fis-3076	211	31	beam	beam	NOUN
fis-3076	211	32	length	length	NOUN
fis-3076	211	33	)	)	PUNCT
fis-3076	211	34	as	as	SCONJ
fis-3076	211	35	shown	show	VERB
fis-3076	211	36	in	in	ADP
fis-3076	211	37	beams	beam	NOUN
fis-3076	211	38	(	(	PUNCT
fis-3076	211	39	b3	b3	PROPN
fis-3076	211	40	-	-	PUNCT
fis-3076	211	41	12d-75l600	12d-75l600	PROPN
fis-3076	211	42	,	,	PUNCT
fis-3076	211	43	b4	b4	PROPN
fis-3076	211	44	-	-	PUNCT
fis-3076	211	45	12d75l1200	12d75l1200	NUM
fis-3076	211	46	,	,	PUNCT
fis-3076	211	47	b5	b5	PROPN
fis-3076	211	48	-	-	PUNCT
fis-3076	211	49	12d-75l	12d-75l	PROPN
fis-3076	211	50	full	full	ADJ
fis-3076	211	51	)	)	PUNCT
fis-3076	211	52	(	(	PUNCT
fis-3076	211	53	b6	b6	NOUN
fis-3076	211	54	-	-	PUNCT
fis-3076	211	55	12d-150l600	12d-150l600	NUM
fis-3076	211	56	,	,	PUNCT
fis-3076	211	57	b7	b7	PROPN
fis-3076	211	58	-	-	PUNCT
fis-3076	211	59	12d-150l1200	12d-150l1200	PROPN
fis-3076	211	60	,	,	PUNCT
fis-3076	211	61	b8	b8	NOUN
fis-3076	211	62	-	-	PUNCT
fis-3076	211	63	12d-150l	12d-150l	NOUN
fis-3076	211	64	full	full	ADJ
fis-3076	211	65	)	)	PUNCT
fis-3076	211	66	(	(	PUNCT
fis-3076	211	67	b9	b9	NOUN
fis-3076	211	68	-	-	PUNCT
fis-3076	211	69	cbd-75l600	cbd-75l600	NOUN
fis-3076	211	70	,	,	PUNCT
fis-3076	211	71	b10	b10	PROPN
fis-3076	211	72	-	-	PUNCT
fis-3076	211	73	cbd75l1200	cbd75l1200	PROPN
fis-3076	211	74	,	,	PUNCT
fis-3076	211	75	b11	b11	NOUN
fis-3076	211	76	-	-	PUNCT
fis-3076	211	77	cbd-75l	cbd-75l	NOUN
fis-3076	211	78	full	full	ADJ
fis-3076	211	79	)	)	PUNCT
fis-3076	211	80	(	(	PUNCT
fis-3076	211	81	b12	b12	NOUN
fis-3076	211	82	-	-	PUNCT
fis-3076	211	83	cbd-150l600	cbd-150l600	NOUN
fis-3076	211	84	,	,	PUNCT
fis-3076	211	85	b13	b13	NOUN
fis-3076	211	86	-	-	PUNCT
fis-3076	211	87	cbd-150l1200	cbd-150l1200	NOUN
fis-3076	211	88	,	,	PUNCT
fis-3076	211	89	b14	b14	NOUN
fis-3076	211	90	-	-	PUNCT
fis-3076	211	91	cbd-150l	cbd-150l	NOUN
fis-3076	211	92	full	full	ADJ
fis-3076	211	93	)	)	PUNCT
fis-3076	211	94	.	.	PUNCT
fis-3076	212	1	when	when	SCONJ
fis-3076	212	2	using	use	VERB
fis-3076	212	3	steel	steel	NOUN
fis-3076	212	4	bars	bar	NOUN
fis-3076	212	5	(	(	PUNCT
fis-3076	212	6	ph	ph	NOUN
fis-3076	212	7	12	12	NUM
fis-3076	212	8	)	)	PUNCT
fis-3076	212	9	in	in	ADP
fis-3076	212	10	reinforcement	reinforcement	NOUN
fis-3076	212	11	there	there	PRON
fis-3076	212	12	was	be	VERB
fis-3076	212	13	a	a	DET
fis-3076	212	14	significant	significant	ADJ
fis-3076	212	15	change	change	NOUN
fis-3076	212	16	in	in	ADP
fis-3076	212	17	displacement	displacement	ADJ
fis-3076	212	18	results	result	NOUN
fis-3076	212	19	by	by	ADP
fis-3076	212	20	(	(	PUNCT
fis-3076	212	21	2.1	2.1	NUM
fis-3076	212	22	,	,	PUNCT
fis-3076	212	23	7.3	7.3	NUM
fis-3076	212	24	%	%	NOUN
fis-3076	212	25	)	)	PUNCT
fis-3076	212	26	,	,	PUNCT
fis-3076	212	27	(	(	PUNCT
fis-3076	212	28	8.4	8.4	NUM
fis-3076	212	29	,	,	PUNCT
fis-3076	212	30	10.8	10.8	NUM
fis-3076	212	31	%	%	NOUN
fis-3076	212	32	)	)	PUNCT
fis-3076	212	33	and	and	CCONJ
fis-3076	212	34	impact	impact	NOUN
fis-3076	212	35	forces	force	NOUN
fis-3076	212	36	results	result	VERB
fis-3076	212	37	by	by	ADP
fis-3076	212	38	(	(	PUNCT
fis-3076	212	39	1.7	1.7	NUM
fis-3076	212	40	,	,	PUNCT
fis-3076	212	41	4.3	4.3	NUM
fis-3076	212	42	%	%	NOUN
fis-3076	212	43	)	)	PUNCT
fis-3076	212	44	,	,	PUNCT
fis-3076	212	45	(	(	PUNCT
fis-3076	212	46	2.2	2.2	NUM
fis-3076	212	47	,	,	PUNCT
fis-3076	212	48	4.2	4.2	NUM
fis-3076	212	49	%	%	NOUN
fis-3076	212	50	)	)	PUNCT
fis-3076	212	51	as	as	SCONJ
fis-3076	212	52	shown	show	VERB
fis-3076	212	53	in	in	ADP
fis-3076	212	54	figs	fig	NOUN
fis-3076	212	55	.	.	PUNCT
fis-3076	213	1	9	9	NUM
fis-3076	213	2	and	and	CCONJ
fis-3076	213	3	10	10	NUM
fis-3076	213	4	(	(	PUNCT
fis-3076	213	5	a	a	NOUN
fis-3076	213	6	)	)	PUNCT
fis-3076	213	7	for	for	ADP
fis-3076	213	8	75	75	NUM
fis-3076	213	9	mm	mm	PROPN
fis-3076	213	10	width	width	NOUN
fis-3076	213	11	of	of	ADP
fis-3076	213	12	cfrp	cfrp	NOUN
fis-3076	213	13	layer	layer	NOUN
fis-3076	213	14	and	and	CCONJ
fis-3076	213	15	(	(	PUNCT
fis-3076	213	16	b	b	NOUN
fis-3076	213	17	)	)	PUNCT
fis-3076	213	18	for	for	ADP
fis-3076	213	19	150	150	NUM
fis-3076	213	20	mm	mm	NOUN
fis-3076	213	21	width	width	NOUN
fis-3076	213	22	of	of	ADP
fis-3076	213	23	cfrp	cfrp	NOUN
fis-3076	213	24	layer	layer	NOUN
fis-3076	213	25	,	,	PUNCT
fis-3076	213	26	respectively	respectively	ADV
fis-3076	213	27	.	.	PUNCT
fis-3076	214	1	whereas	whereas	SCONJ
fis-3076	214	2	,	,	PUNCT
fis-3076	214	3	when	when	SCONJ
fis-3076	214	4	using	use	VERB
fis-3076	214	5	cfrp	cfrp	NOUN
fis-3076	214	6	bars	bar	NOUN
fis-3076	214	7	for	for	ADP
fis-3076	214	8	reinforce	reinforce	NOUN
fis-3076	214	9	beams	beam	NOUN
fis-3076	214	10	,	,	PUNCT
fis-3076	214	11	there	there	PRON
fis-3076	214	12	was	be	VERB
fis-3076	214	13	a	a	DET
fis-3076	214	14	slight	slight	ADJ
fis-3076	214	15	change	change	NOUN
fis-3076	214	16	in	in	ADP
fis-3076	214	17	the	the	DET
fis-3076	214	18	results	result	NOUN
fis-3076	214	19	when	when	SCONJ
fis-3076	214	20	changing	change	VERB
fis-3076	214	21	the	the	DET
fis-3076	214	22	length	length	NOUN
fis-3076	214	23	of	of	ADP
fis-3076	214	24	the	the	DET
fis-3076	214	25	strengthening	strengthen	VERB
fis-3076	214	26	layer	layer	NOUN
fis-3076	214	27	as	as	SCONJ
fis-3076	214	28	shown	show	VERB
fis-3076	214	29	in	in	ADP
fis-3076	214	30	figs	fig	NOUN
fis-3076	214	31	.	.	PUNCT
fis-3076	215	1	9	9	NUM
fis-3076	215	2	and	and	CCONJ
fis-3076	215	3	10	10	NUM
fis-3076	215	4	(	(	PUNCT
fis-3076	215	5	c	c	NOUN
fis-3076	215	6	)	)	PUNCT
fis-3076	215	7	and	and	CCONJ
fis-3076	215	8	(	(	PUNCT
fis-3076	215	9	d	d	NOUN
fis-3076	215	10	)	)	PUNCT
fis-3076	215	11	.	.	PUNCT
fis-3076	216	1	m.	m.	PROPN
fis-3076	216	2	emara	emara	PROPN
fis-3076	216	3	et	et	PROPN
fis-3076	216	4	alii	alii	PROPN
fis-3076	216	5	,	,	PUNCT
fis-3076	216	6	frattura	frattura	PROPN
fis-3076	216	7	ed	ed	PROPN
fis-3076	216	8	integrità	integrità	PROPN
fis-3076	216	9	strutturale	strutturale	PROPN
fis-3076	216	10	,	,	PUNCT
fis-3076	216	11	58	58	NUM
fis-3076	216	12	(	(	PUNCT
fis-3076	216	13	2021	2021	NUM
fis-3076	216	14	)	)	PUNCT
fis-3076	216	15	48	48	NUM
fis-3076	216	16	-	-	SYM
fis-3076	216	17	64	64	NUM
fis-3076	216	18	;	;	PUNCT
fis-3076	216	19	doi	doi	NOUN
fis-3076	216	20	:	:	PUNCT
fis-3076	216	21	10.3221	10.3221	NUM
fis-3076	216	22	/	/	SYM
fis-3076	216	23	igf	igf	PROPN
fis-3076	216	24	-	-	PUNCT
fis-3076	216	25	esis.58.04	esis.58.04	NOUN
fis-3076	216	26	58	58	NUM
fis-3076	216	27	(	(	PUNCT
fis-3076	216	28	a	a	NOUN
fis-3076	216	29	)	)	PUNCT
fis-3076	216	30	(	(	PUNCT
fis-3076	216	31	b	b	X
fis-3076	216	32	)	)	PUNCT
fis-3076	216	33	(	(	PUNCT
fis-3076	216	34	c	c	X
fis-3076	216	35	)	)	PUNCT
fis-3076	216	36	(	(	PUNCT
fis-3076	216	37	d	d	X
fis-3076	216	38	)	)	PUNCT
fis-3076	216	39	figure	figure	NOUN
fis-3076	216	40	9	9	NUM
fis-3076	216	41	:	:	PUNCT
fis-3076	216	42	effect	effect	NOUN
fis-3076	216	43	of	of	ADP
fis-3076	216	44	the	the	DET
fis-3076	216	45	length	length	NOUN
fis-3076	216	46	of	of	ADP
fis-3076	216	47	cfrp	cfrp	NOUN
fis-3076	216	48	layer	layer	NOUN
fis-3076	216	49	for	for	ADP
fis-3076	216	50	strengthening	strengthen	VERB
fis-3076	216	51	on	on	ADP
fis-3076	216	52	the	the	DET
fis-3076	216	53	displacement	displacement	ADJ
fis-3076	216	54	-	-	PUNCT
fis-3076	216	55	time	time	NOUN
fis-3076	216	56	histories	history	NOUN
fis-3076	216	57	.	.	PUNCT
fis-3076	217	1	(	(	PUNCT
fis-3076	217	2	a	a	X
fis-3076	217	3	)	)	PUNCT
fis-3076	217	4	(	(	PUNCT
fis-3076	217	5	b	b	X
fis-3076	217	6	)	)	PUNCT
fis-3076	217	7	(	(	PUNCT
fis-3076	217	8	c	c	X
fis-3076	217	9	)	)	PUNCT
fis-3076	217	10	(	(	PUNCT
fis-3076	217	11	d	d	X
fis-3076	217	12	)	)	PUNCT
fis-3076	217	13	figure	figure	NOUN
fis-3076	217	14	10	10	NUM
fis-3076	217	15	:	:	PUNCT
fis-3076	217	16	effect	effect	NOUN
fis-3076	217	17	of	of	ADP
fis-3076	217	18	the	the	DET
fis-3076	217	19	length	length	NOUN
fis-3076	217	20	of	of	ADP
fis-3076	217	21	cfrp	cfrp	NOUN
fis-3076	217	22	layer	layer	NOUN
fis-3076	217	23	for	for	ADP
fis-3076	217	24	strengthening	strengthen	VERB
fis-3076	217	25	on	on	ADP
fis-3076	217	26	impact	impact	NOUN
fis-3076	217	27	force	force	NOUN
fis-3076	217	28	-	-	PUNCT
fis-3076	217	29	time	time	NOUN
fis-3076	217	30	histories	history	NOUN
fis-3076	217	31	.	.	PUNCT
fis-3076	218	1	m.	m.	NOUN
fis-3076	218	2	emara	emara	PROPN
fis-3076	218	3	et	et	PROPN
fis-3076	218	4	alii	alii	PROPN
fis-3076	218	5	,	,	PUNCT
fis-3076	218	6	frattura	frattura	PROPN
fis-3076	218	7	ed	ed	PROPN
fis-3076	218	8	integrità	integrità	PROPN
fis-3076	218	9	strutturale	strutturale	PROPN
fis-3076	218	10	,	,	PUNCT
fis-3076	218	11	58	58	NUM
fis-3076	218	12	(	(	PUNCT
fis-3076	218	13	2021	2021	NUM
fis-3076	218	14	)	)	PUNCT
fis-3076	218	15	48	48	NUM
fis-3076	218	16	-	-	SYM
fis-3076	218	17	64	64	NUM
fis-3076	218	18	;	;	PUNCT
fis-3076	218	19	doi	doi	NOUN
fis-3076	218	20	:	:	PUNCT
fis-3076	218	21	10.3221	10.3221	NUM
fis-3076	218	22	/	/	SYM
fis-3076	218	23	igf	igf	PROPN
fis-3076	218	24	-	-	PUNCT
fis-3076	218	25	esis.58.04	esis.58.04	PROPN
fis-3076	218	26	59	59	NUM
fis-3076	218	27	according	accord	VERB
fis-3076	218	28	to	to	ADP
fis-3076	218	29	tab	tab	NOUN
fis-3076	218	30	.	.	PROPN
fis-3076	218	31	5	5	NUM
fis-3076	218	32	and	and	CCONJ
fis-3076	218	33	fig	fig	NOUN
fis-3076	218	34	.	.	PUNCT
fis-3076	219	1	11	11	NUM
fis-3076	219	2	,	,	PUNCT
fis-3076	219	3	for	for	ADP
fis-3076	219	4	beams	beam	NOUN
fis-3076	219	5	(	(	PUNCT
fis-3076	219	6	b4	b4	NOUN
fis-3076	219	7	-	-	PUNCT
fis-3076	219	8	12d-75l1200	12d-75l1200	NUM
fis-3076	219	9	,	,	PUNCT
fis-3076	219	10	b7	b7	PROPN
fis-3076	219	11	-	-	PUNCT
fis-3076	219	12	12d-150l1200	12d-150l1200	PROPN
fis-3076	219	13	,	,	PUNCT
fis-3076	219	14	b10	b10	PROPN
fis-3076	219	15	-	-	PUNCT
fis-3076	219	16	cbd75l1200	cbd75l1200	PROPN
fis-3076	219	17	,	,	PUNCT
fis-3076	219	18	and	and	CCONJ
fis-3076	219	19	b13	b13	NOUN
fis-3076	219	20	-	-	PUNCT
fis-3076	219	21	cbd150l1200	cbd150l1200	PROPN
fis-3076	219	22	)	)	PUNCT
fis-3076	219	23	,	,	PUNCT
fis-3076	219	24	there	there	PRON
fis-3076	219	25	was	be	VERB
fis-3076	219	26	a	a	DET
fis-3076	219	27	change	change	NOUN
fis-3076	219	28	in	in	ADP
fis-3076	219	29	the	the	DET
fis-3076	219	30	width	width	NOUN
fis-3076	219	31	of	of	ADP
fis-3076	219	32	the	the	DET
fis-3076	219	33	cfrp	cfrp	NOUN
fis-3076	219	34	strengthening	strengthen	VERB
fis-3076	219	35	layer	layer	NOUN
fis-3076	219	36	(	(	PUNCT
fis-3076	219	37	75	75	NUM
fis-3076	219	38	mm	mm	NOUN
fis-3076	219	39	and	and	CCONJ
fis-3076	219	40	150	150	NUM
fis-3076	219	41	mm	mm	NOUN
fis-3076	219	42	)	)	PUNCT
fis-3076	219	43	when	when	SCONJ
fis-3076	219	44	using	use	VERB
fis-3076	219	45	ph	ph	PROPN
fis-3076	219	46	12	12	NUM
fis-3076	219	47	and	and	CCONJ
fis-3076	219	48	cfrp	cfrp	NOUN
fis-3076	219	49	bars	bar	NOUN
fis-3076	219	50	for	for	ADP
fis-3076	219	51	reinforcement	reinforcement	NOUN
fis-3076	219	52	at	at	ADP
fis-3076	219	53	1200	1200	NUM
fis-3076	219	54	mm	mm	NOUN
fis-3076	219	55	length	length	NOUN
fis-3076	219	56	of	of	ADP
fis-3076	219	57	strengthening	strengthen	VERB
fis-3076	219	58	layer	layer	NOUN
fis-3076	219	59	.	.	PUNCT
fis-3076	220	1	these	these	DET
fis-3076	220	2	changes	change	NOUN
fis-3076	220	3	leading	lead	VERB
fis-3076	220	4	to	to	PART
fis-3076	220	5	reduce	reduce	VERB
fis-3076	220	6	deflection	deflection	NOUN
fis-3076	220	7	by	by	ADP
fis-3076	220	8	6.5	6.5	NUM
fis-3076	220	9	and	and	CCONJ
fis-3076	220	10	1.7	1.7	NUM
fis-3076	220	11	%	%	NOUN
fis-3076	220	12	and	and	CCONJ
fis-3076	220	13	impact	impact	NOUN
fis-3076	220	14	load	load	NOUN
fis-3076	220	15	by	by	ADP
fis-3076	220	16	2.7	2.7	NUM
fis-3076	220	17	and	and	CCONJ
fis-3076	220	18	0.3	0.3	NUM
fis-3076	220	19	%	%	NOUN
fis-3076	220	20	for	for	ADP
fis-3076	220	21	ph	ph	PROPN
fis-3076	220	22	12	12	NUM
fis-3076	220	23	and	and	CCONJ
fis-3076	220	24	cfrp	cfrp	PROPN
fis-3076	220	25	bars	bar	NOUN
fis-3076	220	26	reinforcement	reinforcement	NOUN
fis-3076	220	27	,	,	PUNCT
fis-3076	220	28	respectively	respectively	ADV
fis-3076	220	29	.	.	PUNCT
fis-3076	221	1	(	(	PUNCT
fis-3076	221	2	a	a	X
fis-3076	221	3	)	)	PUNCT
fis-3076	221	4	(	(	PUNCT
fis-3076	221	5	b	b	X
fis-3076	221	6	)	)	PUNCT
fis-3076	221	7	figure	figure	NOUN
fis-3076	221	8	11	11	NUM
fis-3076	221	9	:	:	PUNCT
fis-3076	221	10	time	time	NOUN
fis-3076	221	11	-	-	PUNCT
fis-3076	221	12	deflection	deflection	NOUN
fis-3076	221	13	curve	curve	NOUN
fis-3076	221	14	samples	sample	NOUN
fis-3076	221	15	parameters	parameter	NOUN
fis-3076	221	16	reinforcement	reinforcement	NOUN
fis-3076	221	17	impact	impact	NOUN
fis-3076	221	18	velocity	velocity	NOUN
fis-3076	221	19	(	(	PUNCT
fis-3076	221	20	v	v	NOUN
fis-3076	221	21	)	)	PUNCT
fis-3076	221	22	m	m	PROPN
fis-3076	221	23	/	/	SYM
fis-3076	221	24	s	s	PART
fis-3076	221	25	position	position	NOUN
fis-3076	221	26	of	of	ADP
fis-3076	221	27	impactor	impactor	NOUN
fis-3076	221	28	(	(	PUNCT
fis-3076	221	29	l	l	NOUN
fis-3076	221	30	)	)	PUNCT
fis-3076	221	31	mm	mm	PROPN
fis-3076	221	32	thickness	thickness	NOUN
fis-3076	221	33	of	of	ADP
fis-3076	221	34	cfrp	cfrp	NOUN
fis-3076	221	35	layer	layer	NOUN
fis-3076	221	36	(	(	PUNCT
fis-3076	221	37	th	th	NOUN
fis-3076	221	38	)	)	PUNCT
fis-3076	221	39	mm	mm	PROPN
fis-3076	221	40	c1	c1	PROPN
fis-3076	221	41	steel	steel	NOUN
fis-3076	221	42	bars	bar	VERB
fis-3076	221	43	5.2	5.2	NUM
fis-3076	221	44	1100	1100	NUM
fis-3076	221	45	0.45	0.45	NUM
fis-3076	221	46	c2	c2	PROPN
fis-3076	221	47	0.9	0.9	NUM
fis-3076	222	1	c3	c3	PROPN
fis-3076	222	2	1.8	1.8	NUM
fis-3076	222	3	c4	c4	NOUN
fis-3076	222	4	6.3	6.3	NUM
fis-3076	222	5	1100	1100	NUM
fis-3076	222	6	0.45	0.45	NUM
fis-3076	222	7	c5	c5	PROPN
fis-3076	222	8	0.9	0.9	NUM
fis-3076	222	9	c6	c6	PROPN
fis-3076	222	10	1.8	1.8	NUM
fis-3076	222	11	c7	c7	PROPN
fis-3076	222	12	6.3	6.3	NUM
fis-3076	222	13	550	550	NUM
fis-3076	222	14	0.45	0.45	NUM
fis-3076	222	15	c8	c8	PROPN
fis-3076	222	16	0.9	0.9	PROPN
fis-3076	222	17	c9	c9	PROPN
fis-3076	222	18	1.8	1.8	NUM
fis-3076	222	19	c10	c10	VERB
fis-3076	222	20	8.5	8.5	NUM
fis-3076	222	21	1100	1100	NUM
fis-3076	222	22	0.45	0.45	NUM
fis-3076	222	23	c11	c11	NOUN
fis-3076	222	24	0.9	0.9	NUM
fis-3076	222	25	c12	c12	PROPN
fis-3076	222	26	1.8	1.8	NUM
fis-3076	222	27	c13	c13	PROPN
fis-3076	222	28	cfrp	cfrp	PROPN
fis-3076	222	29	bars	bar	VERB
fis-3076	222	30	5.2	5.2	NUM
fis-3076	222	31	1100	1100	NUM
fis-3076	222	32	0.45	0.45	NUM
fis-3076	222	33	c14	c14	NOUN
fis-3076	222	34	0.9	0.9	NUM
fis-3076	222	35	c15	c15	VERB
fis-3076	222	36	1.8	1.8	NUM
fis-3076	222	37	c16	c16	PROPN
fis-3076	222	38	6.3	6.3	NUM
fis-3076	222	39	1100	1100	NUM
fis-3076	222	40	0.45	0.45	NUM
fis-3076	222	41	c17	c17	NOUN
fis-3076	222	42	0.9	0.9	NUM
fis-3076	222	43	c18	c18	NOUN
fis-3076	222	44	1.8	1.8	NUM
fis-3076	222	45	c19	c19	NOUN
fis-3076	222	46	6.3	6.3	NUM
fis-3076	222	47	550	550	NUM
fis-3076	222	48	0.45	0.45	NUM
fis-3076	222	49	c20	c20	NOUN
fis-3076	222	50	0.9	0.9	NUM
fis-3076	222	51	c21	c21	NOUN
fis-3076	222	52	1.8	1.8	NUM
fis-3076	222	53	c22	c22	NOUN
fis-3076	222	54	8.5	8.5	NUM
fis-3076	222	55	1100	1100	NUM
fis-3076	222	56	0.45	0.45	NUM
fis-3076	222	57	c23	c23	PROPN
fis-3076	222	58	0.9	0.9	NUM
fis-3076	222	59	c24	c24	PROPN
fis-3076	222	60	1.8	1.8	NUM
fis-3076	222	61	table	table	NOUN
fis-3076	222	62	7	7	NUM
fis-3076	222	63	:	:	PUNCT
fis-3076	222	64	additional	additional	ADJ
fis-3076	222	65	parametric	parametric	ADJ
fis-3076	222	66	study	study	NOUN
fis-3076	222	67	samples	sample	NOUN
fis-3076	222	68	.	.	PUNCT
fis-3076	223	1	m.	m.	NOUN
fis-3076	223	2	emara	emara	PROPN
fis-3076	223	3	et	et	PROPN
fis-3076	223	4	alii	alii	PROPN
fis-3076	223	5	,	,	PUNCT
fis-3076	223	6	frattura	frattura	PROPN
fis-3076	223	7	ed	ed	PROPN
fis-3076	223	8	integrità	integrità	PROPN
fis-3076	223	9	strutturale	strutturale	PROPN
fis-3076	223	10	,	,	PUNCT
fis-3076	223	11	58	58	NUM
fis-3076	223	12	(	(	PUNCT
fis-3076	223	13	2021	2021	NUM
fis-3076	223	14	)	)	PUNCT
fis-3076	223	15	48	48	NUM
fis-3076	223	16	-	-	SYM
fis-3076	223	17	64	64	NUM
fis-3076	223	18	;	;	PUNCT
fis-3076	223	19	doi	doi	NOUN
fis-3076	223	20	:	:	PUNCT
fis-3076	223	21	10.3221	10.3221	NUM
fis-3076	223	22	/	/	SYM
fis-3076	223	23	igf	igf	PROPN
fis-3076	223	24	-	-	PUNCT
fis-3076	223	25	esis.58.04	esis.58.04	ADJ
fis-3076	223	26	60	60	NUM
fis-3076	223	27	models	model	NOUN
fis-3076	223	28	(	(	PUNCT
fis-3076	223	29	b8	b8	X
fis-3076	223	30	-	-	PUNCT
fis-3076	223	31	12d-150l	12d-150l	NUM
fis-3076	223	32	full	full	ADJ
fis-3076	223	33	and	and	CCONJ
fis-3076	223	34	b14	b14	NOUN
fis-3076	223	35	-	-	PUNCT
fis-3076	223	36	cbd-150l	cbd-150l	NOUN
fis-3076	223	37	full	full	ADJ
fis-3076	223	38	)	)	PUNCT
fis-3076	223	39	,	,	PUNCT
fis-3076	223	40	which	which	PRON
fis-3076	223	41	are	be	AUX
fis-3076	223	42	shown	show	VERB
fis-3076	223	43	in	in	ADP
fis-3076	223	44	tab	tab	NOUN
fis-3076	223	45	.	.	PUNCT
fis-3076	223	46	5	5	NUM
fis-3076	223	47	and	and	CCONJ
fis-3076	223	48	discussed	discuss	VERB
fis-3076	223	49	in	in	ADP
fis-3076	223	50	the	the	DET
fis-3076	223	51	previous	previous	ADJ
fis-3076	223	52	section	section	NOUN
fis-3076	223	53	,	,	PUNCT
fis-3076	223	54	were	be	AUX
fis-3076	223	55	selected	select	VERB
fis-3076	223	56	to	to	PART
fis-3076	223	57	perform	perform	VERB
fis-3076	223	58	the	the	DET
fis-3076	223	59	following	follow	VERB
fis-3076	223	60	parameters	parameter	NOUN
fis-3076	223	61	:	:	PUNCT
fis-3076	223	62	impact	impact	NOUN
fis-3076	223	63	velocity	velocity	NOUN
fis-3076	223	64	(	(	PUNCT
fis-3076	223	65	v	v	NOUN
fis-3076	223	66	)	)	PUNCT
fis-3076	223	67	m	m	PROPN
fis-3076	223	68	/	/	SYM
fis-3076	223	69	s	s	PROPN
fis-3076	223	70	,	,	PUNCT
fis-3076	223	71	the	the	DET
fis-3076	223	72	position	position	NOUN
fis-3076	223	73	of	of	ADP
fis-3076	223	74	impactor	impactor	NOUN
fis-3076	223	75	from	from	ADP
fis-3076	223	76	the	the	DET
fis-3076	223	77	left	left	ADJ
fis-3076	223	78	support	support	NOUN
fis-3076	223	79	at	at	ADP
fis-3076	223	80	distance	distance	NOUN
fis-3076	223	81	(	(	PUNCT
fis-3076	223	82	l	l	NOUN
fis-3076	223	83	)	)	PUNCT
fis-3076	223	84	mm	mm	NOUN
fis-3076	223	85	and	and	CCONJ
fis-3076	223	86	thickness	thickness	NOUN
fis-3076	223	87	of	of	ADP
fis-3076	223	88	cfrp	cfrp	NOUN
fis-3076	223	89	layer	layer	NOUN
fis-3076	223	90	(	(	PUNCT
fis-3076	223	91	th	th	NOUN
fis-3076	223	92	)	)	PUNCT
fis-3076	223	93	mm	mm	NOUN
fis-3076	223	94	as	as	SCONJ
fis-3076	223	95	shown	show	VERB
fis-3076	223	96	in	in	ADP
fis-3076	223	97	tab	tab	NOUN
fis-3076	223	98	.	.	PUNCT
fis-3076	224	1	7	7	X
fis-3076	224	2	.	.	PUNCT
fis-3076	224	3	the	the	DET
fis-3076	224	4	effects	effect	NOUN
fis-3076	224	5	of	of	ADP
fis-3076	224	6	impact	impact	NOUN
fis-3076	224	7	velocity	velocity	NOUN
fis-3076	224	8	(	(	PUNCT
fis-3076	224	9	v	v	NOUN
fis-3076	224	10	)	)	PUNCT
fis-3076	224	11	on	on	ADP
fis-3076	224	12	the	the	DET
fis-3076	224	13	behavior	behavior	NOUN
fis-3076	224	14	of	of	ADP
fis-3076	224	15	rc	rc	PROPN
fis-3076	224	16	beam	beam	PROPN
fis-3076	224	17	strengthened	strengthen	VERB
fis-3076	224	18	with	with	ADP
fis-3076	224	19	cfrp	cfrp	NOUN
fis-3076	224	20	against	against	ADP
fis-3076	224	21	impact	impact	NOUN
fis-3076	224	22	loading	loading	NOUN
fis-3076	224	23	were	be	AUX
fis-3076	224	24	investigated	investigate	VERB
fis-3076	224	25	by	by	ADP
fis-3076	224	26	using	use	VERB
fis-3076	224	27	three	three	NUM
fis-3076	224	28	values	value	NOUN
fis-3076	224	29	for	for	ADP
fis-3076	224	30	v	v	NOUN
fis-3076	224	31	(	(	PUNCT
fis-3076	224	32	5.2	5.2	NUM
fis-3076	224	33	,	,	PUNCT
fis-3076	224	34	6.3	6.3	NUM
fis-3076	224	35	,	,	PUNCT
fis-3076	224	36	and	and	CCONJ
fis-3076	224	37	8.5	8.5	NUM
fis-3076	224	38	m	m	PROPN
fis-3076	224	39	/	/	SYM
fis-3076	224	40	s	s	PROPN
fis-3076	224	41	)	)	PUNCT
fis-3076	224	42	.	.	PUNCT
fis-3076	225	1	fig	fig	NOUN
fis-3076	225	2	.	.	PUNCT
fis-3076	226	1	12	12	NUM
fis-3076	226	2	plots	plot	NOUN
fis-3076	226	3	(	(	PUNCT
fis-3076	226	4	d	d	NOUN
fis-3076	226	5	-	-	PUNCT
fis-3076	226	6	t	t	NOUN
fis-3076	226	7	)	)	PUNCT
fis-3076	226	8	histories	history	NOUN
fis-3076	226	9	for	for	ADP
fis-3076	226	10	strengthened	strengthened	ADJ
fis-3076	226	11	beams	beam	NOUN
fis-3076	226	12	with	with	ADP
fis-3076	226	13	a	a	DET
fis-3076	226	14	0.45	0.45	NUM
fis-3076	226	15	mm	mm	NOUN
fis-3076	226	16	thickness	thickness	NOUN
fis-3076	226	17	of	of	ADP
fis-3076	226	18	cfrp	cfrp	NOUN
fis-3076	226	19	layer	layer	NOUN
fis-3076	226	20	for	for	ADP
fis-3076	226	21	reinforced	reinforce	VERB
fis-3076	226	22	beams	beam	NOUN
fis-3076	226	23	with	with	ADP
fis-3076	226	24	ph	ph	ADJ
fis-3076	226	25	12	12	NUM
fis-3076	226	26	mm	mm	NOUN
fis-3076	226	27	in	in	ADP
fis-3076	226	28	(	(	PUNCT
fis-3076	226	29	a	a	NOUN
fis-3076	226	30	)	)	PUNCT
fis-3076	226	31	and	and	CCONJ
fis-3076	226	32	cfrp	cfrp	NOUN
fis-3076	226	33	bars	bar	NOUN
fis-3076	226	34	in	in	ADP
fis-3076	226	35	(	(	PUNCT
fis-3076	226	36	b	b	NOUN
fis-3076	226	37	)	)	PUNCT
fis-3076	226	38	,	,	PUNCT
fis-3076	226	39	for	for	ADP
fis-3076	226	40	the	the	DET
fis-3076	226	41	three	three	NUM
fis-3076	226	42	selected	select	VERB
fis-3076	226	43	velocities	velocity	NOUN
fis-3076	226	44	;	;	PUNCT
fis-3076	226	45	while	while	SCONJ
fis-3076	226	46	fig	fig	NOUN
fis-3076	226	47	.	.	PUNCT
fis-3076	226	48	13	13	NUM
fis-3076	226	49	shows	show	VERB
fis-3076	226	50	the	the	DET
fis-3076	226	51	relation	relation	NOUN
fis-3076	226	52	between	between	ADP
fis-3076	226	53	δmax	δmax	NOUN
fis-3076	226	54	and	and	CCONJ
fis-3076	226	55	v	v	NOUN
fis-3076	226	56	for	for	ADP
fis-3076	226	57	the	the	DET
fis-3076	226	58	same	same	ADJ
fis-3076	226	59	samples	sample	NOUN
fis-3076	226	60	.	.	PUNCT
fis-3076	227	1	comparing	compare	VERB
fis-3076	227	2	the	the	DET
fis-3076	227	3	strengthened	strengthen	VERB
fis-3076	227	4	beam	beam	NOUN
fis-3076	227	5	with	with	ADP
fis-3076	227	6	0.45	0.45	NUM
fis-3076	227	7	mm	mm	PROPN
fis-3076	227	8	cfrp	cfrp	NOUN
fis-3076	227	9	layer	layer	NOUN
fis-3076	227	10	for	for	ADP
fis-3076	227	11	ph	ph	ADJ
fis-3076	227	12	12	12	NUM
fis-3076	227	13	and	and	CCONJ
fis-3076	227	14	cfrp	cfrp	PROPN
fis-3076	227	15	bars	bar	NOUN
fis-3076	227	16	reinforcement	reinforcement	NOUN
fis-3076	227	17	,	,	PUNCT
fis-3076	227	18	δmax	δmax	PROPN
fis-3076	227	19	increased	increase	VERB
fis-3076	227	20	for	for	ADP
fis-3076	227	21	v	v	NOUN
fis-3076	227	22	=	=	SYM
fis-3076	227	23	5.2	5.2	NUM
fis-3076	227	24	,	,	PUNCT
fis-3076	227	25	6.3	6.3	NUM
fis-3076	227	26	,	,	PUNCT
fis-3076	227	27	and	and	CCONJ
fis-3076	227	28	8.5	8.5	NUM
fis-3076	227	29	m	m	PROPN
fis-3076	227	30	/	/	SYM
fis-3076	227	31	s	s	PROPN
fis-3076	227	32	,	,	PUNCT
fis-3076	227	33	respectively	respectively	ADV
fis-3076	227	34	.	.	PUNCT
fis-3076	228	1	this	this	PRON
fis-3076	228	2	shows	show	VERB
fis-3076	228	3	that	that	SCONJ
fis-3076	228	4	cfrp	cfrp	NOUN
fis-3076	228	5	reinforcement	reinforcement	NOUN
fis-3076	228	6	can	can	AUX
fis-3076	228	7	significantly	significantly	ADV
fis-3076	228	8	improve	improve	VERB
fis-3076	228	9	the	the	DET
fis-3076	228	10	beam	beam	NOUN
fis-3076	228	11	’s	’s	PART
fis-3076	228	12	resistance	resistance	NOUN
fis-3076	228	13	to	to	ADP
fis-3076	228	14	impact	impact	NOUN
fis-3076	228	15	,	,	PUNCT
fis-3076	228	16	at	at	ADP
fis-3076	228	17	various	various	ADJ
fis-3076	228	18	impact	impact	NOUN
fis-3076	228	19	energy	energy	NOUN
fis-3076	228	20	values	value	NOUN
fis-3076	228	21	.	.	PUNCT
fis-3076	229	1	(	(	PUNCT
fis-3076	229	2	a	a	X
fis-3076	229	3	)	)	PUNCT
fis-3076	229	4	(	(	PUNCT
fis-3076	229	5	b	b	X
fis-3076	229	6	)	)	PUNCT
fis-3076	229	7	figure	figure	NOUN
fis-3076	229	8	12	12	NUM
fis-3076	229	9	:	:	PUNCT
fis-3076	229	10	strengthened	strengthen	VERB
fis-3076	229	11	rc	rc	PROPN
fis-3076	229	12	beams	beam	NOUN
fis-3076	229	13	with	with	ADP
fis-3076	229	14	various	various	ADJ
fis-3076	229	15	impact	impact	NOUN
fis-3076	229	16	velocities	velocity	NOUN
fis-3076	229	17	(	(	PUNCT
fis-3076	229	18	displacement	displacement	ADJ
fis-3076	229	19	-	-	PUNCT
fis-3076	229	20	time	time	NOUN
fis-3076	229	21	histories	history	NOUN
fis-3076	229	22	)	)	PUNCT
fis-3076	229	23	figure	figure	VERB
fis-3076	229	24	13	13	NUM
fis-3076	229	25	:	:	PUNCT
fis-3076	229	26	comparing	compare	VERB
fis-3076	229	27	beams	beam	NOUN
fis-3076	229	28	reinforcement	reinforcement	NOUN
fis-3076	229	29	models	model	NOUN
fis-3076	229	30	(	(	PUNCT
fis-3076	229	31	maximum	maximum	ADJ
fis-3076	229	32	displacement	displacement	NOUN
fis-3076	229	33	vs.	vs.	ADP
fis-3076	229	34	impact	impact	NOUN
fis-3076	229	35	velocity	velocity	NOUN
fis-3076	229	36	)	)	PUNCT
fis-3076	229	37	additional	additional	ADJ
fis-3076	229	38	numerical	numerical	ADJ
fis-3076	229	39	models	model	NOUN
fis-3076	229	40	were	be	AUX
fis-3076	229	41	generated	generate	VERB
fis-3076	229	42	to	to	PART
fis-3076	229	43	study	study	VERB
fis-3076	229	44	the	the	DET
fis-3076	229	45	effects	effect	NOUN
fis-3076	229	46	of	of	ADP
fis-3076	229	47	important	important	ADJ
fis-3076	229	48	geometrical	geometrical	ADJ
fis-3076	229	49	parameter	parameter	NOUN
fis-3076	229	50	related	relate	VERB
fis-3076	229	51	to	to	ADP
fis-3076	229	52	the	the	DET
fis-3076	229	53	cfrp	cfrp	NOUN
fis-3076	229	54	strengthen	strengthen	NOUN
fis-3076	229	55	;	;	PUNCT
fis-3076	229	56	thickness	thickness	NOUN
fis-3076	229	57	(	(	PUNCT
fis-3076	229	58	th	th	NOUN
fis-3076	229	59	)	)	PUNCT
fis-3076	229	60	of	of	ADP
fis-3076	229	61	cfrp	cfrp	NOUN
fis-3076	229	62	sheets	sheet	NOUN
fis-3076	229	63	.	.	PUNCT
fis-3076	230	1	fig	fig	NOUN
fis-3076	230	2	.	.	PUNCT
fis-3076	231	1	14	14	NUM
fis-3076	231	2	shows	show	VERB
fis-3076	231	3	the	the	DET
fis-3076	231	4	effects	effect	NOUN
fis-3076	231	5	of	of	ADP
fis-3076	231	6	(	(	PUNCT
fis-3076	231	7	th	th	NOUN
fis-3076	231	8	)	)	PUNCT
fis-3076	231	9	on	on	ADP
fis-3076	231	10	the	the	DET
fis-3076	231	11	(	(	PUNCT
fis-3076	231	12	d	d	PROPN
fis-3076	231	13	-	-	PUNCT
fis-3076	231	14	t	t	NOUN
fis-3076	231	15	)	)	PUNCT
fis-3076	231	16	histories	history	NOUN
fis-3076	231	17	,	,	PUNCT
fis-3076	231	18	by	by	ADP
fis-3076	231	19	comparing	compare	VERB
fis-3076	231	20	the	the	DET
fis-3076	231	21	response	response	NOUN
fis-3076	231	22	of	of	ADP
fis-3076	231	23	three	three	NUM
fis-3076	231	24	models	model	NOUN
fis-3076	231	25	,	,	PUNCT
fis-3076	231	26	strengthened	strengthen	VERB
fis-3076	231	27	with	with	ADP
fis-3076	231	28	th	th	X
fis-3076	231	29	=	=	NOUN
fis-3076	231	30	0.45	0.45	NUM
fis-3076	231	31	,	,	PUNCT
fis-3076	231	32	strengthened	strengthen	VERB
fis-3076	231	33	with	with	ADP
fis-3076	231	34	th=0.9	th=0.9	NOUN
fis-3076	231	35	mm	mm	PROPN
fis-3076	231	36	,	,	PUNCT
fis-3076	231	37	and	and	CCONJ
fis-3076	231	38	strengthened	strengthen	VERB
fis-3076	231	39	with	with	ADP
fis-3076	231	40	th=1.8	th=1.8	PROPN
fis-3076	231	41	mm	mm	INTJ
fis-3076	231	42	,	,	PUNCT
fis-3076	231	43	for	for	ADP
fis-3076	231	44	variable	variable	ADJ
fis-3076	231	45	impact	impact	NOUN
fis-3076	231	46	velocity	velocity	NOUN
fis-3076	231	47	(	(	PUNCT
fis-3076	231	48	5.2	5.2	NUM
fis-3076	231	49	in	in	ADP
fis-3076	231	50	fig	fig	NOUN
fis-3076	231	51	.	.	PUNCT
fis-3076	232	1	14	14	NUM
fis-3076	232	2	(	(	PUNCT
fis-3076	232	3	a	a	NOUN
fis-3076	232	4	)	)	PUNCT
fis-3076	232	5	and	and	CCONJ
fis-3076	232	6	(	(	PUNCT
fis-3076	232	7	d	d	NOUN
fis-3076	232	8	)	)	PUNCT
fis-3076	232	9	,	,	PUNCT
fis-3076	232	10	6.3	6.3	NUM
fis-3076	232	11	in	in	ADP
fis-3076	232	12	fig	fig	NOUN
fis-3076	232	13	.	.	PUNCT
fis-3076	233	1	14	14	NUM
fis-3076	233	2	(	(	PUNCT
fis-3076	233	3	b	b	NOUN
fis-3076	233	4	)	)	PUNCT
fis-3076	233	5	and	and	CCONJ
fis-3076	233	6	(	(	PUNCT
fis-3076	233	7	e	e	NOUN
fis-3076	233	8	)	)	PUNCT
fis-3076	233	9	,	,	PUNCT
fis-3076	233	10	and	and	CCONJ
fis-3076	233	11	8.5	8.5	NUM
fis-3076	233	12	in	in	ADP
fis-3076	233	13	fig	fig	NOUN
fis-3076	233	14	.	.	PUNCT
fis-3076	234	1	14	14	NUM
fis-3076	234	2	(	(	PUNCT
fis-3076	234	3	c	c	NOUN
fis-3076	234	4	)	)	PUNCT
fis-3076	234	5	and	and	CCONJ
fis-3076	234	6	(	(	PUNCT
fis-3076	234	7	f	f	X
fis-3076	234	8	)	)	PUNCT
fis-3076	234	9	m	m	PROPN
fis-3076	234	10	/	/	SYM
fis-3076	234	11	s	s	PROPN
fis-3076	234	12	)	)	PUNCT
fis-3076	234	13	when	when	SCONJ
fis-3076	234	14	using	use	VERB
fis-3076	234	15	ph	ph	NOUN
fis-3076	234	16	12	12	NUM
fis-3076	234	17	in	in	ADP
fis-3076	234	18	fig	fig	NOUN
fis-3076	234	19	.	.	PUNCT
fis-3076	235	1	14	14	NUM
fis-3076	235	2	(	(	PUNCT
fis-3076	235	3	a	a	NOUN
fis-3076	235	4	)	)	PUNCT
fis-3076	235	5	,	,	PUNCT
fis-3076	235	6	(	(	PUNCT
fis-3076	235	7	b	b	X
fis-3076	235	8	)	)	PUNCT
fis-3076	235	9	and	and	CCONJ
fis-3076	235	10	(	(	PUNCT
fis-3076	235	11	c	c	NOUN
fis-3076	235	12	)	)	PUNCT
fis-3076	235	13	,	,	PUNCT
fis-3076	235	14	and	and	CCONJ
fis-3076	235	15	cfrp	cfrp	NOUN
fis-3076	235	16	bars	bar	NOUN
fis-3076	235	17	in	in	ADP
fis-3076	235	18	fig	fig	NOUN
fis-3076	235	19	.	.	PUNCT
fis-3076	236	1	14	14	NUM
fis-3076	236	2	(	(	PUNCT
fis-3076	236	3	d	d	NOUN
fis-3076	236	4	)	)	PUNCT
fis-3076	236	5	,	,	PUNCT
fis-3076	236	6	(	(	PUNCT
fis-3076	236	7	e	e	NOUN
fis-3076	236	8	)	)	PUNCT
fis-3076	236	9	and	and	CCONJ
fis-3076	236	10	(	(	PUNCT
fis-3076	236	11	f	f	X
fis-3076	236	12	)	)	PUNCT
fis-3076	236	13	for	for	ADP
fis-3076	236	14	reinforcement	reinforcement	NOUN
fis-3076	236	15	beams	beam	NOUN
fis-3076	236	16	.	.	PUNCT
fis-3076	237	1	the	the	DET
fis-3076	237	2	deflection	deflection	NOUN
fis-3076	237	3	decreased	decrease	VERB
fis-3076	237	4	by	by	ADP
fis-3076	237	5	(	(	PUNCT
fis-3076	237	6	7.9	7.9	NUM
fis-3076	237	7	,	,	PUNCT
fis-3076	237	8	13.9	13.9	NUM
fis-3076	237	9	)	)	PUNCT
fis-3076	237	10	%	%	NOUN
fis-3076	237	11	,	,	PUNCT
fis-3076	237	12	(	(	PUNCT
fis-3076	237	13	3.9	3.9	NUM
fis-3076	237	14	,	,	PUNCT
fis-3076	237	15	14.2	14.2	NUM
fis-3076	237	16	)	)	PUNCT
fis-3076	237	17	%	%	NOUN
fis-3076	237	18	,	,	PUNCT
fis-3076	237	19	(	(	PUNCT
fis-3076	237	20	8.5	8.5	NUM
fis-3076	237	21	,	,	PUNCT
fis-3076	237	22	15.2	15.2	NUM
fis-3076	237	23	)	)	PUNCT
fis-3076	237	24	%	%	NOUN
fis-3076	237	25	,	,	PUNCT
fis-3076	237	26	(	(	PUNCT
fis-3076	237	27	1.6	1.6	NUM
fis-3076	237	28	,	,	PUNCT
fis-3076	237	29	5.8	5.8	NUM
fis-3076	237	30	)	)	PUNCT
fis-3076	237	31	%	%	NOUN
fis-3076	237	32	,	,	PUNCT
fis-3076	237	33	(	(	PUNCT
fis-3076	237	34	4.2	4.2	NUM
fis-3076	237	35	,	,	PUNCT
fis-3076	237	36	8.8	8.8	NUM
fis-3076	237	37	)	)	PUNCT
fis-3076	237	38	%	%	NOUN
fis-3076	237	39	and	and	CCONJ
fis-3076	237	40	(	(	PUNCT
fis-3076	237	41	7.5	7.5	NUM
fis-3076	237	42	,	,	PUNCT
fis-3076	237	43	9.9	9.9	NUM
fis-3076	237	44	)	)	PUNCT
fis-3076	237	45	%	%	NOUN
fis-3076	237	46	as	as	SCONJ
fis-3076	237	47	shown	show	VERB
fis-3076	237	48	in	in	ADP
fis-3076	237	49	fig	fig	NOUN
fis-3076	237	50	.	.	PUNCT
fis-3076	238	1	14	14	NUM
fis-3076	238	2	(	(	PUNCT
fis-3076	238	3	a	a	NOUN
fis-3076	238	4	)	)	PUNCT
fis-3076	238	5	,	,	PUNCT
fis-3076	238	6	(	(	PUNCT
fis-3076	238	7	b	b	NOUN
fis-3076	238	8	)	)	PUNCT
fis-3076	238	9	,	,	PUNCT
fis-3076	238	10	(	(	PUNCT
fis-3076	238	11	c	c	NOUN
fis-3076	238	12	)	)	PUNCT
fis-3076	238	13	,	,	PUNCT
fis-3076	238	14	(	(	PUNCT
fis-3076	238	15	d	d	NOUN
fis-3076	238	16	)	)	PUNCT
fis-3076	238	17	,	,	PUNCT
fis-3076	238	18	(	(	PUNCT
fis-3076	238	19	e	e	NOUN
fis-3076	238	20	)	)	PUNCT
fis-3076	238	21	and	and	CCONJ
fis-3076	238	22	(	(	PUNCT
fis-3076	238	23	f	f	X
fis-3076	238	24	)	)	PUNCT
fis-3076	238	25	,	,	PUNCT
fis-3076	238	26	respectively	respectively	ADV
fis-3076	238	27	.	.	PUNCT
fis-3076	239	1	because	because	SCONJ
fis-3076	239	2	the	the	DET
fis-3076	239	3	effects	effect	NOUN
fis-3076	239	4	of	of	ADP
fis-3076	239	5	impact	impact	NOUN
fis-3076	239	6	location	location	NOUN
fis-3076	239	7	on	on	ADP
fis-3076	239	8	the	the	DET
fis-3076	239	9	behavior	behavior	NOUN
fis-3076	239	10	of	of	ADP
fis-3076	239	11	cfrp	cfrp	NOUN
fis-3076	239	12	-	-	PUNCT
fis-3076	239	13	strengthened	strengthen	VERB
fis-3076	239	14	rc	rc	PROPN
fis-3076	239	15	members	member	NOUN
fis-3076	239	16	under	under	ADP
fis-3076	239	17	impact	impact	NOUN
fis-3076	239	18	loads	load	NOUN
fis-3076	239	19	have	have	AUX
fis-3076	239	20	not	not	PART
fis-3076	239	21	been	be	AUX
fis-3076	239	22	investigated	investigate	VERB
fis-3076	239	23	yet	yet	ADV
fis-3076	239	24	,	,	PUNCT
fis-3076	239	25	they	they	PRON
fis-3076	239	26	are	be	AUX
fis-3076	239	27	included	include	VERB
fis-3076	239	28	in	in	ADP
fis-3076	239	29	the	the	DET
fis-3076	239	30	current	current	ADJ
fis-3076	239	31	parametric	parametric	ADJ
fis-3076	239	32	study	study	NOUN
fis-3076	239	33	.	.	PUNCT
fis-3076	240	1	this	this	DET
fis-3076	240	2	factor	factor	NOUN
fis-3076	240	3	was	be	AUX
fis-3076	240	4	investigated	investigate	VERB
fis-3076	240	5	by	by	ADP
fis-3076	240	6	varying	vary	VERB
fis-3076	240	7	the	the	DET
fis-3076	240	8	impact	impact	NOUN
fis-3076	240	9	position	position	NOUN
fis-3076	240	10	.	.	PUNCT
fis-3076	241	1	the	the	DET
fis-3076	241	2	impactor	impactor	NOUN
fis-3076	241	3	's	's	PART
fis-3076	241	4	distance	distance	NOUN
fis-3076	241	5	from	from	ADP
fis-3076	241	6	the	the	DET
fis-3076	241	7	left	left	ADJ
fis-3076	241	8	side	side	NOUN
fis-3076	241	9	to	to	ADP
fis-3076	241	10	half	half	DET
fis-3076	241	11	the	the	DET
fis-3076	241	12	beam	beam	NOUN
fis-3076	241	13	's	's	PART
fis-3076	241	14	span	span	NOUN
fis-3076	241	15	length	length	NOUN
fis-3076	241	16	.	.	PUNCT
fis-3076	242	1	values	value	NOUN
fis-3076	242	2	were	be	AUX
fis-3076	242	3	chosen	choose	VERB
fis-3076	242	4	for	for	ADP
fis-3076	242	5	550	550	NUM
fis-3076	242	6	mm	mm	NOUN
fis-3076	242	7	and	and	CCONJ
fis-3076	242	8	0,0	0,0	NUM
fis-3076	242	9	10,0	10,0	NUM
fis-3076	242	10	20,0	20,0	NUM
fis-3076	242	11	30,0	30,0	NUM
fis-3076	242	12	40,0	40,0	NOUN
fis-3076	242	13	50,0	50,0	NUM
fis-3076	242	14	60,0	60,0	NUM
fis-3076	242	15	70,0	70,0	NOUN
fis-3076	242	16	80,0	80,0	NUM
fis-3076	242	17	0,0	0,0	NUM
fis-3076	242	18	4,0	4,0	NUM
fis-3076	242	19	8,0	8,0	NUM
fis-3076	242	20	12,0	12,0	NUM
fis-3076	243	1	∆	∆	X
fis-3076	243	2	 	 	SPACE
fis-3076	243	3	m	m	NOUN
fis-3076	243	4	ax	ax	NOUN
fis-3076	243	5	 	 	SPACE
fis-3076	243	6	(	(	PUNCT
fis-3076	243	7	m	m	VERB
fis-3076	243	8	m	m	VERB
fis-3076	243	9	)	)	PUNCT
fis-3076	243	10	velocity	velocity	NOUN
fis-3076	243	11	 	 	SPACE
fis-3076	243	12	(	(	PUNCT
fis-3076	243	13	m	m	PROPN
fis-3076	243	14	/	/	SYM
fis-3076	243	15	s	s	PART
fis-3076	243	16	)	)	PUNCT
fis-3076	243	17	ph	ph	ADJ
fis-3076	243	18	 	 	SPACE
fis-3076	243	19	12	12	NUM
fis-3076	243	20	 	 	SPACE
fis-3076	243	21	reinforcement	reinforcement	NOUN
fis-3076	243	22	cfrp	cfrp	NOUN
fis-3076	243	23	 	 	SPACE
fis-3076	243	24	bars	bar	NOUN
fis-3076	243	25	m.	m.	NOUN
fis-3076	243	26	emara	emara	PROPN
fis-3076	243	27	et	et	PROPN
fis-3076	243	28	alii	alii	PROPN
fis-3076	243	29	,	,	PUNCT
fis-3076	243	30	frattura	frattura	PROPN
fis-3076	243	31	ed	ed	PROPN
fis-3076	243	32	integrità	integrità	PROPN
fis-3076	243	33	strutturale	strutturale	PROPN
fis-3076	243	34	,	,	PUNCT
fis-3076	243	35	58	58	NUM
fis-3076	243	36	(	(	PUNCT
fis-3076	243	37	2021	2021	NUM
fis-3076	243	38	)	)	PUNCT
fis-3076	243	39	48	48	NUM
fis-3076	243	40	-	-	SYM
fis-3076	243	41	64	64	NUM
fis-3076	243	42	;	;	PUNCT
fis-3076	243	43	doi	doi	NOUN
fis-3076	243	44	:	:	PUNCT
fis-3076	243	45	10.3221	10.3221	NUM
fis-3076	243	46	/	/	SYM
fis-3076	243	47	igf	igf	PROPN
fis-3076	243	48	-	-	PUNCT
fis-3076	243	49	esis.58.04	esis.58.04	PROPN
fis-3076	243	50	61	61	NUM
fis-3076	243	51	1100	1100	NUM
fis-3076	243	52	mm	mm	NOUN
fis-3076	243	53	.	.	PUNCT
fis-3076	243	54	tab	tab	PROPN
fis-3076	243	55	.	.	PUNCT
fis-3076	243	56	8	8	NUM
fis-3076	243	57	shows	show	VERB
fis-3076	243	58	the	the	DET
fis-3076	243	59	crack	crack	NOUN
fis-3076	243	60	patterns	pattern	NOUN
fis-3076	243	61	for	for	ADP
fis-3076	243	62	the	the	DET
fis-3076	243	63	strengthened	strengthen	VERB
fis-3076	243	64	models	model	NOUN
fis-3076	243	65	with	with	ADP
fis-3076	243	66	0.45	0.45	NUM
fis-3076	243	67	mm	mm	NOUN
fis-3076	243	68	thickness	thickness	NOUN
fis-3076	243	69	of	of	ADP
fis-3076	243	70	cfrp	cfrp	NOUN
fis-3076	243	71	layer	layer	NOUN
fis-3076	243	72	under	under	ADP
fis-3076	243	73	6.3	6.3	NUM
fis-3076	243	74	m	m	NOUN
fis-3076	243	75	/	/	SYM
fis-3076	243	76	s	s	PART
fis-3076	243	77	impact	impact	NOUN
fis-3076	243	78	velocity	velocity	NOUN
fis-3076	243	79	for	for	ADP
fis-3076	243	80	both	both	DET
fis-3076	243	81	types	type	NOUN
fis-3076	243	82	of	of	ADP
fis-3076	243	83	beams	beam	NOUN
fis-3076	243	84	reinforced	reinforce	VERB
fis-3076	243	85	with	with	ADP
fis-3076	243	86	ph	ph	PROPN
fis-3076	243	87	12	12	NUM
fis-3076	243	88	and	and	CCONJ
fis-3076	243	89	cfrp	cfrp	NOUN
fis-3076	243	90	bars	bar	NOUN
fis-3076	243	91	,	,	PUNCT
fis-3076	243	92	with	with	ADP
fis-3076	243	93	different	different	ADJ
fis-3076	243	94	values	value	NOUN
fis-3076	243	95	of	of	ADP
fis-3076	243	96	impactor	impactor	NOUN
fis-3076	243	97	positions	position	NOUN
fis-3076	243	98	.	.	PUNCT
fis-3076	244	1	fig	fig	NOUN
fis-3076	244	2	.	.	PUNCT
fis-3076	245	1	15	15	NUM
fis-3076	245	2	plots	plot	NOUN
fis-3076	245	3	the	the	DET
fis-3076	245	4	displacementtime	displacementtime	NOUN
fis-3076	245	5	(	(	PUNCT
fis-3076	245	6	d	d	PROPN
fis-3076	245	7	-	-	PUNCT
fis-3076	245	8	t	t	NOUN
fis-3076	245	9	)	)	PUNCT
fis-3076	245	10	histories	history	NOUN
fis-3076	245	11	to	to	PART
fis-3076	245	12	compare	compare	VERB
fis-3076	245	13	the	the	DET
fis-3076	245	14	displacement	displacement	NOUN
fis-3076	245	15	at	at	ADP
fis-3076	245	16	midspan	midspan	NOUN
fis-3076	245	17	of	of	ADP
fis-3076	245	18	the	the	DET
fis-3076	245	19	beam	beam	NOUN
fis-3076	245	20	for	for	ADP
fis-3076	245	21	variable	variable	ADJ
fis-3076	245	22	impactor	impactor	NOUN
fis-3076	245	23	position	position	NOUN
fis-3076	245	24	.	.	PUNCT
fis-3076	246	1	sample	sample	NOUN
fis-3076	246	2	position	position	NOUN
fis-3076	246	3	of	of	ADP
fis-3076	246	4	impactor	impactor	NOUN
fis-3076	246	5	(	(	PUNCT
fis-3076	246	6	l	l	NOUN
fis-3076	246	7	)	)	PUNCT
fis-3076	246	8	(	(	PUNCT
fis-3076	246	9	mm	mm	X
fis-3076	246	10	)	)	PUNCT
fis-3076	246	11	comparison	comparison	NOUN
fis-3076	246	12	c4	c4	NOUN
fis-3076	246	13	1100	1100	NUM
fis-3076	246	14	c7	c7	PROPN
fis-3076	246	15	550	550	NUM
fis-3076	246	16	c16	c16	PROPN
fis-3076	246	17	1100	1100	NUM
fis-3076	246	18	c19	c19	NOUN
fis-3076	246	19	550	550	NUM
fis-3076	246	20	table	table	NOUN
fis-3076	246	21	8	8	NUM
fis-3076	246	22	:	:	PUNCT
fis-3076	246	23	cracking	crack	VERB
fis-3076	246	24	patterns	pattern	NOUN
fis-3076	246	25	for	for	ADP
fis-3076	246	26	different	different	ADJ
fis-3076	246	27	impact	impact	NOUN
fis-3076	246	28	location	location	NOUN
fis-3076	246	29	.	.	PUNCT
fis-3076	247	1	(	(	PUNCT
fis-3076	247	2	a	a	X
fis-3076	247	3	)	)	PUNCT
fis-3076	247	4	(	(	PUNCT
fis-3076	247	5	b	b	X
fis-3076	247	6	)	)	PUNCT
fis-3076	247	7	(	(	PUNCT
fis-3076	247	8	c	c	X
fis-3076	247	9	)	)	PUNCT
fis-3076	247	10	(	(	PUNCT
fis-3076	247	11	d	d	X
fis-3076	247	12	)	)	PUNCT
fis-3076	247	13	m.	m.	NOUN
fis-3076	247	14	emara	emara	PROPN
fis-3076	247	15	et	et	PROPN
fis-3076	247	16	alii	alii	PROPN
fis-3076	247	17	,	,	PUNCT
fis-3076	247	18	frattura	frattura	PROPN
fis-3076	247	19	ed	ed	PROPN
fis-3076	247	20	integrità	integrità	PROPN
fis-3076	247	21	strutturale	strutturale	PROPN
fis-3076	247	22	,	,	PUNCT
fis-3076	247	23	58	58	NUM
fis-3076	247	24	(	(	PUNCT
fis-3076	247	25	2021	2021	NUM
fis-3076	247	26	)	)	PUNCT
fis-3076	247	27	48	48	NUM
fis-3076	247	28	-	-	SYM
fis-3076	247	29	64	64	NUM
fis-3076	247	30	;	;	PUNCT
fis-3076	247	31	doi	doi	NOUN
fis-3076	247	32	:	:	PUNCT
fis-3076	247	33	10.3221	10.3221	NUM
fis-3076	247	34	/	/	SYM
fis-3076	247	35	igf	igf	PROPN
fis-3076	247	36	-	-	ADJ
fis-3076	247	37	esis.58.04	esis.58.04	PROPN
fis-3076	247	38	62	62	NUM
fis-3076	247	39	(	(	PUNCT
fis-3076	247	40	e	e	NOUN
fis-3076	247	41	)	)	PUNCT
fis-3076	247	42	(	(	PUNCT
fis-3076	247	43	f	f	X
fis-3076	247	44	)	)	PUNCT
fis-3076	247	45	figure	figure	NOUN
fis-3076	247	46	14	14	NUM
fis-3076	247	47	:	:	PUNCT
fis-3076	247	48	effect	effect	NOUN
fis-3076	247	49	of	of	ADP
fis-3076	247	50	cfrp	cfrp	PROPN
fis-3076	247	51	sheet	sheet	NOUN
fis-3076	247	52	thickness	thickness	NOUN
fis-3076	247	53	on	on	ADP
fis-3076	247	54	displacement	displacement	ADJ
fis-3076	247	55	-	-	PUNCT
fis-3076	247	56	time	time	NOUN
fis-3076	247	57	histories	history	NOUN
fis-3076	247	58	.	.	PUNCT
fis-3076	248	1	(	(	PUNCT
fis-3076	248	2	a	a	X
fis-3076	248	3	)	)	PUNCT
fis-3076	248	4	(	(	PUNCT
fis-3076	248	5	b	b	X
fis-3076	248	6	)	)	PUNCT
fis-3076	248	7	(	(	PUNCT
fis-3076	248	8	c	c	X
fis-3076	248	9	)	)	PUNCT
fis-3076	248	10	(	(	PUNCT
fis-3076	248	11	d	d	X
fis-3076	248	12	)	)	PUNCT
fis-3076	248	13	(	(	PUNCT
fis-3076	248	14	e	e	NOUN
fis-3076	248	15	)	)	PUNCT
fis-3076	248	16	(	(	PUNCT
fis-3076	248	17	f	f	X
fis-3076	248	18	)	)	PUNCT
fis-3076	248	19	figure	figure	NOUN
fis-3076	248	20	15	15	NUM
fis-3076	248	21	:	:	PUNCT
fis-3076	248	22	effect	effect	NOUN
fis-3076	248	23	of	of	ADP
fis-3076	248	24	impact	impact	NOUN
fis-3076	248	25	location	location	NOUN
fis-3076	248	26	on	on	ADP
fis-3076	248	27	the	the	DET
fis-3076	248	28	displacement	displacement	ADJ
fis-3076	248	29	-	-	PUNCT
fis-3076	248	30	time	time	NOUN
fis-3076	248	31	histories	history	NOUN
fis-3076	248	32	.	.	PUNCT
fis-3076	249	1	m.	m.	NOUN
fis-3076	249	2	emara	emara	PROPN
fis-3076	249	3	et	et	PROPN
fis-3076	249	4	alii	alii	PROPN
fis-3076	249	5	,	,	PUNCT
fis-3076	249	6	frattura	frattura	PROPN
fis-3076	249	7	ed	ed	PROPN
fis-3076	249	8	integrità	integrità	PROPN
fis-3076	249	9	strutturale	strutturale	PROPN
fis-3076	249	10	,	,	PUNCT
fis-3076	249	11	58	58	NUM
fis-3076	249	12	(	(	PUNCT
fis-3076	249	13	2021	2021	NUM
fis-3076	249	14	)	)	PUNCT
fis-3076	249	15	48	48	NUM
fis-3076	249	16	-	-	SYM
fis-3076	249	17	64	64	NUM
fis-3076	249	18	;	;	PUNCT
fis-3076	249	19	doi	doi	NOUN
fis-3076	249	20	:	:	PUNCT
fis-3076	249	21	10.3221	10.3221	NUM
fis-3076	249	22	/	/	SYM
fis-3076	249	23	igf	igf	PROPN
fis-3076	249	24	-	-	PUNCT
fis-3076	249	25	esis.58.04	esis.58.04	PROPN
fis-3076	249	26	63	63	NUM
fis-3076	249	27	conclusions	conclusion	NOUN
fis-3076	249	28	and	and	CCONJ
fis-3076	249	29	recommendations	recommendation	NOUN
fis-3076	249	30	his	his	PRON
fis-3076	249	31	study	study	NOUN
fis-3076	249	32	investigates	investigate	VERB
fis-3076	249	33	numerically	numerically	ADV
fis-3076	249	34	the	the	DET
fis-3076	249	35	behavior	behavior	NOUN
fis-3076	249	36	of	of	ADP
fis-3076	249	37	rc	rc	PROPN
fis-3076	249	38	beams	beam	NOUN
fis-3076	249	39	strengthened	strengthen	VERB
fis-3076	249	40	with	with	ADP
fis-3076	249	41	externally	externally	ADV
fis-3076	249	42	bonded	bond	VERB
fis-3076	249	43	cfrp	cfrp	NOUN
fis-3076	249	44	sheets	sheet	NOUN
fis-3076	249	45	and	and	CCONJ
fis-3076	249	46	subjected	subject	VERB
fis-3076	249	47	to	to	ADP
fis-3076	249	48	impact	impact	NOUN
fis-3076	249	49	load	load	NOUN
fis-3076	249	50	.	.	PUNCT
fis-3076	250	1	the	the	DET
fis-3076	250	2	main	main	ADJ
fis-3076	250	3	parameters	parameter	NOUN
fis-3076	250	4	of	of	ADP
fis-3076	250	5	the	the	DET
fis-3076	250	6	study	study	NOUN
fis-3076	250	7	were	be	AUX
fis-3076	250	8	the	the	DET
fis-3076	250	9	reinforcing	reinforce	VERB
fis-3076	250	10	bars	bar	NOUN
fis-3076	250	11	type	type	NOUN
fis-3076	250	12	and	and	CCONJ
fis-3076	250	13	size	size	NOUN
fis-3076	250	14	,	,	PUNCT
fis-3076	250	15	cfrp	cfrp	NOUN
fis-3076	250	16	width	width	NOUN
fis-3076	250	17	,	,	PUNCT
fis-3076	250	18	length	length	NOUN
fis-3076	250	19	,	,	PUNCT
fis-3076	250	20	and	and	CCONJ
fis-3076	250	21	thickness	thickness	NOUN
fis-3076	250	22	,	,	PUNCT
fis-3076	250	23	impact	impact	NOUN
fis-3076	250	24	velocity	velocity	NOUN
fis-3076	250	25	,	,	PUNCT
fis-3076	250	26	and	and	CCONJ
fis-3076	250	27	the	the	DET
fis-3076	250	28	position	position	NOUN
fis-3076	250	29	of	of	ADP
fis-3076	250	30	the	the	DET
fis-3076	250	31	impactor	impactor	NOUN
fis-3076	250	32	.	.	PUNCT
fis-3076	251	1	based	base	VERB
fis-3076	251	2	on	on	ADP
fis-3076	251	3	the	the	DET
fis-3076	251	4	results	result	NOUN
fis-3076	251	5	obtained	obtain	VERB
fis-3076	251	6	,	,	PUNCT
fis-3076	251	7	the	the	DET
fis-3076	251	8	following	follow	VERB
fis-3076	251	9	conclusions	conclusion	NOUN
fis-3076	251	10	can	can	AUX
fis-3076	251	11	be	be	AUX
fis-3076	251	12	drawn	draw	VERB
fis-3076	251	13	:	:	PUNCT
fis-3076	251	14			X
fis-3076	251	15	the	the	DET
fis-3076	251	16	general	general	ADJ
fis-3076	251	17	behavior	behavior	NOUN
fis-3076	251	18	of	of	ADP
fis-3076	251	19	the	the	DET
fis-3076	251	20	finite	finite	PROPN
fis-3076	251	21	element	element	NOUN
fis-3076	251	22	models	model	NOUN
fis-3076	251	23	represented	represent	VERB
fis-3076	251	24	by	by	ADP
fis-3076	251	25	time	time	NOUN
fis-3076	251	26	-	-	PUNCT
fis-3076	251	27	deflection	deflection	NOUN
fis-3076	251	28	at	at	ADP
fis-3076	251	29	midspan	midspan	NOUN
fis-3076	251	30	,	,	PUNCT
fis-3076	251	31	time	time	NOUN
fis-3076	251	32	-	-	PUNCT
fis-3076	251	33	load	load	NOUN
fis-3076	251	34	and	and	CCONJ
fis-3076	251	35	failure	failure	NOUN
fis-3076	251	36	mode	mode	NOUN
fis-3076	251	37	curves	curve	NOUN
fis-3076	251	38	showed	show	VERB
fis-3076	251	39	good	good	ADJ
fis-3076	251	40	agreement	agreement	NOUN
fis-3076	251	41	with	with	ADP
fis-3076	251	42	the	the	DET
fis-3076	251	43	test	test	NOUN
fis-3076	251	44	data	datum	NOUN
fis-3076	251	45	from	from	ADP
fis-3076	251	46	the	the	DET
fis-3076	251	47	full	full	ADJ
fis-3076	251	48	-	-	PUNCT
fis-3076	251	49	scale	scale	NOUN
fis-3076	251	50	beam	beam	NOUN
fis-3076	251	51	tests	test	NOUN
fis-3076	251	52	.	.	PUNCT
fis-3076	252	1			X
fis-3076	253	1	the	the	DET
fis-3076	253	2	finite	finite	PROPN
fis-3076	253	3	element	element	NOUN
fis-3076	253	4	models	model	NOUN
fis-3076	253	5	showed	show	VERB
fis-3076	253	6	a	a	DET
fis-3076	253	7	slight	slight	ADJ
fis-3076	253	8	difference	difference	NOUN
fis-3076	253	9	from	from	ADP
fis-3076	253	10	the	the	DET
fis-3076	253	11	test	test	NOUN
fis-3076	253	12	data	datum	NOUN
fis-3076	253	13	in	in	ADP
fis-3076	253	14	both	both	CCONJ
fis-3076	253	15	the	the	DET
fis-3076	253	16	linear	linear	ADJ
fis-3076	253	17	and	and	CCONJ
fis-3076	253	18	nonlinear	nonlinear	ADJ
fis-3076	253	19	ranges	range	NOUN
fis-3076	253	20	.	.	PUNCT
fis-3076	254	1	this	this	PRON
fis-3076	254	2	is	be	AUX
fis-3076	254	3	most	most	ADV
fis-3076	254	4	probably	probably	ADV
fis-3076	254	5	due	due	ADJ
fis-3076	254	6	to	to	ADP
fis-3076	254	7	ignorance	ignorance	NOUN
fis-3076	254	8	of	of	ADP
fis-3076	254	9	the	the	DET
fis-3076	254	10	effect	effect	NOUN
fis-3076	254	11	of	of	ADP
fis-3076	254	12	concrete	concrete	ADJ
fis-3076	254	13	toughening	toughening	NOUN
fis-3076	254	14	mechanisms	mechanism	NOUN
fis-3076	254	15	.	.	PUNCT
fis-3076	255	1			X
fis-3076	255	2	the	the	DET
fis-3076	255	3	load	load	NOUN
fis-3076	255	4	-	-	PUNCT
fis-3076	255	5	carrying	carry	VERB
fis-3076	255	6	capacity	capacity	NOUN
fis-3076	255	7	of	of	ADP
fis-3076	255	8	the	the	DET
fis-3076	255	9	rc	rc	PROPN
fis-3076	255	10	beams	beam	NOUN
fis-3076	255	11	strengthened	strengthen	VERB
fis-3076	255	12	in	in	ADP
fis-3076	255	13	flexural	flexural	NOUN
fis-3076	255	14	is	be	AUX
fis-3076	255	15	higher	high	ADJ
fis-3076	255	16	than	than	ADP
fis-3076	255	17	that	that	PRON
fis-3076	255	18	of	of	ADP
fis-3076	255	19	the	the	DET
fis-3076	255	20	control	control	NOUN
fis-3076	255	21	beam	beam	NOUN
fis-3076	255	22	by	by	ADP
fis-3076	255	23	13.4	13.4	NUM
fis-3076	255	24	%	%	NOUN
fis-3076	255	25	.	.	PUNCT
fis-3076	256	1			X
fis-3076	257	1	the	the	DET
fis-3076	257	2	failure	failure	NOUN
fis-3076	257	3	modes	mode	NOUN
fis-3076	257	4	obtained	obtain	VERB
fis-3076	257	5	through	through	ADP
fis-3076	257	6	the	the	DET
fis-3076	257	7	finite	finite	PROPN
fis-3076	257	8	element	element	NOUN
fis-3076	257	9	models	model	NOUN
fis-3076	257	10	correspond	correspond	VERB
fis-3076	257	11	well	well	ADV
fis-3076	257	12	with	with	ADP
fis-3076	257	13	the	the	DET
fis-3076	257	14	observed	observe	VERB
fis-3076	257	15	failure	failure	NOUN
fis-3076	257	16	modes	mode	NOUN
fis-3076	257	17	of	of	ADP
fis-3076	257	18	the	the	DET
fis-3076	257	19	experimentally	experimentally	ADV
fis-3076	257	20	tested	test	VERB
fis-3076	257	21	beams	beam	NOUN
fis-3076	257	22	.	.	PUNCT
fis-3076	258	1			NOUN
fis-3076	258	2	using	use	VERB
fis-3076	258	3	cfrp	cfrp	NOUN
fis-3076	258	4	bars	bar	NOUN
fis-3076	258	5	as	as	SCONJ
fis-3076	258	6	internal	internal	ADJ
fis-3076	258	7	reinforcement	reinforcement	NOUN
fis-3076	258	8	reduced	reduce	VERB
fis-3076	258	9	the	the	DET
fis-3076	258	10	mid	mid	ADJ
fis-3076	258	11	-	-	ADJ
fis-3076	258	12	span	span	ADJ
fis-3076	258	13	deflection	deflection	NOUN
fis-3076	258	14	of	of	ADP
fis-3076	258	15	rc	rc	PROPN
fis-3076	258	16	beams	beam	NOUN
fis-3076	258	17	by	by	ADP
fis-3076	258	18	29.1	29.1	NUM
fis-3076	258	19	%	%	NOUN
fis-3076	258	20	compared	compare	VERB
fis-3076	258	21	to	to	ADP
fis-3076	258	22	steel	steel	NOUN
fis-3076	258	23	bars	bar	NOUN
fis-3076	258	24	.	.	PUNCT
fis-3076	259	1	moreover	moreover	ADV
fis-3076	259	2	,	,	PUNCT
fis-3076	259	3	increasing	increase	VERB
fis-3076	259	4	the	the	DET
fis-3076	259	5	bar	bar	NOUN
fis-3076	259	6	diameter	diameter	NOUN
fis-3076	259	7	decreased	decrease	VERB
fis-3076	259	8	the	the	DET
fis-3076	259	9	mid	mid	ADJ
fis-3076	259	10	-	-	ADJ
fis-3076	259	11	span	span	ADJ
fis-3076	259	12	deflection	deflection	NOUN
fis-3076	259	13	by	by	ADP
fis-3076	259	14	6.6	6.6	NUM
fis-3076	259	15	to	to	PART
fis-3076	259	16	14.8	14.8	NUM
fis-3076	259	17	%	%	NOUN
fis-3076	259	18	.	.	PUNCT
fis-3076	260	1			X
fis-3076	260	2	in	in	ADP
fis-3076	260	3	the	the	DET
fis-3076	260	4	case	case	NOUN
fis-3076	260	5	of	of	ADP
fis-3076	260	6	impact	impact	NOUN
fis-3076	260	7	loadings	loading	NOUN
fis-3076	260	8	,	,	PUNCT
fis-3076	260	9	the	the	DET
fis-3076	260	10	load	load	NOUN
fis-3076	260	11	capacity	capacity	NOUN
fis-3076	260	12	of	of	ADP
fis-3076	260	13	specimens	specimen	NOUN
fis-3076	260	14	reinforced	reinforce	VERB
fis-3076	260	15	with	with	ADP
fis-3076	260	16	cfrp	cfrp	NOUN
fis-3076	260	17	bars	bar	NOUN
fis-3076	260	18	was	be	AUX
fis-3076	260	19	much	much	ADV
fis-3076	260	20	higher	high	ADJ
fis-3076	260	21	than	than	ADP
fis-3076	260	22	that	that	PRON
fis-3076	260	23	of	of	ADP
fis-3076	260	24	steel	steel	NOUN
fis-3076	260	25	.	.	PUNCT
fis-3076	261	1			X
fis-3076	262	1	increasing	increase	VERB
fis-3076	262	2	the	the	DET
fis-3076	262	3	length	length	NOUN
fis-3076	262	4	of	of	ADP
fis-3076	262	5	the	the	DET
fis-3076	262	6	cfrp	cfrp	NOUN
fis-3076	262	7	layer	layer	NOUN
fis-3076	262	8	(	(	PUNCT
fis-3076	262	9	600	600	NUM
fis-3076	262	10	mm	mm	NOUN
fis-3076	262	11	,	,	PUNCT
fis-3076	262	12	1200	1200	NUM
fis-3076	262	13	mm	mm	NOUN
fis-3076	262	14	and	and	CCONJ
fis-3076	262	15	full	full	ADJ
fis-3076	262	16	beam	beam	NOUN
fis-3076	262	17	length	length	NOUN
fis-3076	262	18	)	)	PUNCT
fis-3076	262	19	decreased	decrease	VERB
fis-3076	262	20	the	the	DET
fis-3076	262	21	midpoint	midpoint	NOUN
fis-3076	262	22	deflection	deflection	NOUN
fis-3076	262	23	by	by	ADP
fis-3076	262	24	(	(	PUNCT
fis-3076	262	25	2.1	2.1	NUM
fis-3076	262	26	,	,	PUNCT
fis-3076	262	27	7.3	7.3	NUM
fis-3076	262	28	%	%	NOUN
fis-3076	262	29	)	)	PUNCT
fis-3076	262	30	,	,	PUNCT
fis-3076	262	31	and	and	CCONJ
fis-3076	262	32	impact	impact	NOUN
fis-3076	262	33	forces	force	NOUN
fis-3076	262	34	by	by	ADP
fis-3076	262	35	(	(	PUNCT
fis-3076	262	36	1.7	1.7	NUM
fis-3076	262	37	,	,	PUNCT
fis-3076	262	38	4.3	4.3	NUM
fis-3076	262	39	%	%	NOUN
fis-3076	262	40	)	)	PUNCT
fis-3076	262	41	for	for	ADP
fis-3076	262	42	beams	beam	NOUN
fis-3076	262	43	(	(	PUNCT
fis-3076	262	44	b3	b3	NOUN
fis-3076	262	45	,	,	PUNCT
fis-3076	262	46	b4	b4	NOUN
fis-3076	262	47	and	and	CCONJ
fis-3076	262	48	b5	b5	PROPN
fis-3076	262	49	)	)	PUNCT
fis-3076	262	50	.	.	PUNCT
fis-3076	263	1			X
fis-3076	263	2	increasing	increase	VERB
fis-3076	263	3	the	the	DET
fis-3076	263	4	cfrp	cfrp	NOUN
fis-3076	263	5	layer	layer	NOUN
fis-3076	263	6	width	width	VERB
fis-3076	263	7	from	from	ADP
fis-3076	263	8	75	75	NUM
fis-3076	263	9	mm	mm	NOUN
fis-3076	263	10	to	to	ADP
fis-3076	263	11	150	150	NUM
fis-3076	263	12	mm	mm	NOUN
fis-3076	263	13	decreased	decrease	VERB
fis-3076	263	14	the	the	DET
fis-3076	263	15	midpoint	midpoint	NOUN
fis-3076	263	16	deflection	deflection	NOUN
fis-3076	263	17	of	of	ADP
fis-3076	263	18	rc	rc	PROPN
fis-3076	263	19	beams	beam	NOUN
fis-3076	263	20	subjected	subject	VERB
fis-3076	263	21	to	to	ADP
fis-3076	263	22	impact	impact	NOUN
fis-3076	263	23	loading	loading	NOUN
fis-3076	263	24	by	by	ADP
fis-3076	263	25	6.5	6.5	NUM
fis-3076	263	26	%	%	NOUN
fis-3076	263	27	for	for	ADP
fis-3076	263	28	beams	beam	NOUN
fis-3076	263	29	(	(	PUNCT
fis-3076	263	30	b4	b4	NOUN
fis-3076	263	31	and	and	CCONJ
fis-3076	263	32	b7	b7	PROPN
fis-3076	263	33	)	)	PUNCT
fis-3076	263	34	.	.	PUNCT
fis-3076	264	1			PRON
fis-3076	264	2	increasing	increase	VERB
fis-3076	264	3	impact	impact	NOUN
fis-3076	264	4	velocity	velocity	NOUN
fis-3076	264	5	from	from	ADP
fis-3076	264	6	5.2	5.2	NUM
fis-3076	264	7	to	to	ADP
fis-3076	264	8	6.3	6.3	NUM
fis-3076	264	9	then	then	ADV
fis-3076	264	10	8.5	8.5	NUM
fis-3076	264	11	m	m	NOUN
fis-3076	264	12	/	/	SYM
fis-3076	264	13	s	s	VERB
fis-3076	264	14	increased	increase	VERB
fis-3076	264	15	the	the	DET
fis-3076	264	16	deflection	deflection	NOUN
fis-3076	264	17	of	of	ADP
fis-3076	264	18	rc	rc	PROPN
fis-3076	264	19	beams	beam	NOUN
fis-3076	264	20	by	by	ADP
fis-3076	264	21	26.6	26.6	NUM
fis-3076	264	22	,	,	PUNCT
fis-3076	264	23	38.1	38.1	NUM
fis-3076	264	24	and	and	CCONJ
fis-3076	264	25	71.9	71.9	NUM
fis-3076	264	26	mm	mm	NOUN
fis-3076	264	27	,	,	PUNCT
fis-3076	264	28	respectively	respectively	ADV
fis-3076	264	29	.	.	PUNCT
fis-3076	265	1			PUNCT
fis-3076	266	1	the	the	DET
fis-3076	266	2	displacement	displacement	NOUN
fis-3076	266	3	decreased	decrease	VERB
fis-3076	266	4	from	from	ADP
fis-3076	266	5	7.9	7.9	NUM
fis-3076	266	6	to	to	PART
fis-3076	266	7	13.9	13.9	NUM
fis-3076	266	8	%	%	NOUN
fis-3076	266	9	for	for	ADP
fis-3076	266	10	beams	beam	NOUN
fis-3076	266	11	(	(	PUNCT
fis-3076	266	12	c1	c1	PROPN
fis-3076	266	13	,	,	PUNCT
fis-3076	266	14	c2	c2	PROPN
fis-3076	266	15	and	and	CCONJ
fis-3076	266	16	c3	c3	PROPN
fis-3076	266	17	)	)	PUNCT
fis-3076	266	18	due	due	ADP
fis-3076	266	19	to	to	ADP
fis-3076	266	20	increasing	increase	VERB
fis-3076	266	21	the	the	DET
fis-3076	266	22	thickness	thickness	NOUN
fis-3076	266	23	of	of	ADP
fis-3076	266	24	the	the	DET
fis-3076	266	25	cfrp	cfrp	NOUN
fis-3076	266	26	strengthening	strengthen	VERB
fis-3076	266	27	layer	layer	NOUN
fis-3076	266	28	(	(	PUNCT
fis-3076	266	29	0.45	0.45	NUM
fis-3076	266	30	,	,	PUNCT
fis-3076	266	31	0.9	0.9	NUM
fis-3076	266	32	and	and	CCONJ
fis-3076	266	33	1.8	1.8	NUM
fis-3076	266	34	mm	mm	NOUN
fis-3076	266	35	)	)	PUNCT
fis-3076	266	36	.	.	PUNCT
fis-3076	267	1			X
fis-3076	268	1	the	the	DET
fis-3076	268	2	change	change	NOUN
fis-3076	268	3	of	of	ADP
fis-3076	268	4	impactor	impactor	NOUN
fis-3076	268	5	position	position	NOUN
fis-3076	268	6	from	from	ADP
fis-3076	268	7	550	550	NUM
fis-3076	268	8	mm	mm	NOUN
fis-3076	268	9	to	to	ADP
fis-3076	268	10	1100	1100	NUM
fis-3076	268	11	mm	mm	NOUN
fis-3076	268	12	concerning	concern	VERB
fis-3076	268	13	the	the	DET
fis-3076	268	14	left	left	ADJ
fis-3076	268	15	side	side	NOUN
fis-3076	268	16	to	to	ADP
fis-3076	268	17	half	half	NOUN
fis-3076	268	18	beam	beam	NOUN
fis-3076	268	19	length	length	NOUN
fis-3076	268	20	increased	increase	VERB
fis-3076	268	21	the	the	DET
fis-3076	268	22	displacement	displacement	ADJ
fis-3076	268	23	values	value	NOUN
fis-3076	268	24	from	from	ADP
fis-3076	268	25	31.2	31.2	NUM
fis-3076	268	26	mm	mm	NOUN
fis-3076	268	27	to	to	ADP
fis-3076	268	28	71.9	71.9	NUM
fis-3076	268	29	mm	mm	NOUN
fis-3076	268	30	and	and	CCONJ
fis-3076	268	31	changed	change	VERB
fis-3076	268	32	the	the	DET
fis-3076	268	33	failure	failure	NOUN
fis-3076	268	34	modes	mode	NOUN
fis-3076	268	35	of	of	ADP
fis-3076	268	36	tested	test	VERB
fis-3076	268	37	beams	beam	NOUN
fis-3076	268	38	.	.	PUNCT
fis-3076	269	1	references	reference	NOUN
fis-3076	269	2	[	[	X
fis-3076	269	3	1	1	NUM
fis-3076	269	4	]	]	PUNCT
fis-3076	269	5	bakis	bakis	PROPN
fis-3076	269	6	,	,	PUNCT
fis-3076	269	7	c.e	c.e	PROPN
fis-3076	269	8	.	.	PROPN
fis-3076	269	9	,	,	PUNCT
fis-3076	269	10	bank	bank	PROPN
fis-3076	269	11	,	,	PUNCT
fis-3076	269	12	l.c	l.c	PROPN
fis-3076	269	13	.	.	PROPN
fis-3076	269	14	,	,	PUNCT
fis-3076	269	15	brown	brown	PROPN
fis-3076	269	16	,	,	PUNCT
fis-3076	269	17	v.l	v.l	PROPN
fis-3076	269	18	.	.	PROPN
fis-3076	269	19	,	,	PUNCT
fis-3076	269	20	cosenza	cosenza	PROPN
fis-3076	269	21	,	,	PUNCT
fis-3076	269	22	e.	e.	PROPN
fis-3076	269	23	,	,	PUNCT
fis-3076	269	24	davalos	davalos	PROPN
fis-3076	269	25	,	,	PUNCT
fis-3076	269	26	j.f	j.f	PROPN
fis-3076	269	27	.	.	PROPN
fis-3076	269	28	,	,	PUNCT
fis-3076	269	29	lesko	lesko	PROPN
fis-3076	269	30	,	,	PUNCT
fis-3076	269	31	j.j	j.j	PROPN
fis-3076	269	32	.	.	PROPN
fis-3076	269	33	,	,	PUNCT
fis-3076	269	34	machida	machida	PROPN
fis-3076	269	35	,	,	PUNCT
fis-3076	269	36	a.	a.	NOUN
fis-3076	269	37	,	,	PUNCT
fis-3076	269	38	rizkalla	rizkalla	PROPN
fis-3076	269	39	,	,	PUNCT
fis-3076	269	40	s.h	s.h	PROPN
fis-3076	269	41	.	.	PROPN
fis-3076	269	42	,	,	PUNCT
fis-3076	269	43	triantafillou	triantafillou	PROPN
fis-3076	269	44	,	,	PUNCT
fis-3076	269	45	t.c	t.c	PROPN
fis-3076	269	46	.	.	PROPN
fis-3076	269	47	(	(	PUNCT
fis-3076	269	48	2003	2003	NUM
fis-3076	269	49	)	)	PUNCT
fis-3076	269	50	.	.	PUNCT
fis-3076	270	1	fiber	fiber	NOUN
fis-3076	270	2	-	-	PUNCT
fis-3076	270	3	reinforced	reinforce	VERB
fis-3076	270	4	polymer	polymer	NOUN
fis-3076	270	5	composites	composite	NOUN
fis-3076	270	6	for	for	ADP
fis-3076	270	7	construction	construction	NOUN
fis-3076	270	8	state	state	NOUN
fis-3076	270	9	-	-	PUNCT
fis-3076	270	10	of	of	ADP
fis-3076	270	11	-	-	PUNCT
fis-3076	270	12	the	the	DET
fis-3076	270	13	-	-	PUNCT
fis-3076	270	14	art	art	NOUN
fis-3076	270	15	review	review	NOUN
fis-3076	270	16	,	,	PUNCT
fis-3076	270	17	perspect	perspect	ADJ
fis-3076	270	18	.	.	PUNCT
fis-3076	271	1	civ	civ	NOUN
fis-3076	271	2	.	.	PUNCT
fis-3076	272	1	eng	eng	PROPN
fis-3076	272	2	.	.	PUNCT
fis-3076	273	1	commem	commem	PROPN
fis-3076	273	2	.	.	PUNCT
fis-3076	274	1	150th	150th	ADJ
fis-3076	274	2	anniv	anniv	NOUN
fis-3076	274	3	.	.	PUNCT
fis-3076	275	1	am	be	AUX
fis-3076	275	2	.	.	PUNCT
fis-3076	276	1	soc	soc	PROPN
fis-3076	276	2	.	.	PUNCT
fis-3076	277	1	civ	civ	NOUN
fis-3076	277	2	.	.	PUNCT
fis-3076	278	1	eng	eng	PROPN
fis-3076	278	2	.	.	PROPN
fis-3076	278	3	,	,	PUNCT
fis-3076	278	4	6(may	6(may	NUM
fis-3076	278	5	)	)	PUNCT
fis-3076	278	6	,	,	PUNCT
fis-3076	278	7	pp	pp	ADP
fis-3076	278	8	.	.	PUNCT
fis-3076	279	1	369–383	369–383	NUM
fis-3076	279	2	,	,	PUNCT
fis-3076	279	3	doi	doi	NOUN
fis-3076	279	4	:	:	PUNCT
fis-3076	279	5	10.1061/(asce)1090	10.1061/(asce)1090	NUM
fis-3076	279	6	-	-	NUM
fis-3076	279	7	0268(2002)6:2(73	0268(2002)6:2(73	NUM
fis-3076	279	8	)	)	PUNCT
fis-3076	279	9	.	.	PUNCT
fis-3076	280	1	[	[	X
fis-3076	280	2	2	2	NUM
fis-3076	280	3	]	]	X
fis-3076	280	4	wight	wight	NOUN
fis-3076	280	5	,	,	PUNCT
fis-3076	280	6	j.k	j.k	PROPN
fis-3076	280	7	.	.	PROPN
fis-3076	280	8	,	,	PUNCT
fis-3076	280	9	barth	barth	PROPN
fis-3076	280	10	,	,	PUNCT
fis-3076	280	11	f.g	f.g	PROPN
fis-3076	280	12	.	.	PROPN
fis-3076	280	13	,	,	PUNCT
fis-3076	280	14	becker	becker	PROPN
fis-3076	280	15	,	,	PUNCT
fis-3076	280	16	r.j	r.j	PROPN
fis-3076	280	17	.	.	PROPN
fis-3076	280	18	,	,	PUNCT
fis-3076	280	19	bondy	bondy	PROPN
fis-3076	280	20	,	,	PUNCT
fis-3076	280	21	k.b	k.b	PROPN
fis-3076	280	22	.	.	PROPN
fis-3076	280	23	,	,	PUNCT
fis-3076	280	24	breen	breen	PROPN
fis-3076	280	25	,	,	PUNCT
fis-3076	280	26	j.e	j.e	PROPN
fis-3076	280	27	.	.	PROPN
fis-3076	280	28	,	,	PUNCT
fis-3076	280	29	cagley	cagley	NOUN
fis-3076	280	30	,	,	PUNCT
fis-3076	280	31	j.r	j.r	PROPN
fis-3076	280	32	.	.	PROPN
fis-3076	280	33	,	,	PUNCT
fis-3076	280	34	collins	collins	PROPN
fis-3076	280	35	,	,	PUNCT
fis-3076	280	36	m.p	m.p	PROPN
fis-3076	280	37	.	.	PROPN
fis-3076	280	38	,	,	PUNCT
fis-3076	280	39	corley	corley	PROPN
fis-3076	280	40	,	,	PUNCT
fis-3076	280	41	w.g	w.g	PROPN
fis-3076	280	42	.	.	PROPN
fis-3076	280	43	,	,	PUNCT
fis-3076	280	44	dolan	dolan	PROPN
fis-3076	280	45	,	,	PUNCT
fis-3076	280	46	c.w	c.w	PROPN
fis-3076	280	47	.	.	PROPN
fis-3076	280	48	,	,	PUNCT
fis-3076	280	49	fiorato	fiorato	NOUN
fis-3076	280	50	,	,	PUNCT
fis-3076	280	51	a.e	a.e	PROPN
fis-3076	280	52	.	.	PROPN
fis-3076	280	53	,	,	PUNCT
fis-3076	280	54	french	french	PROPN
fis-3076	280	55	,	,	PUNCT
fis-3076	280	56	c.e	c.e	PROPN
fis-3076	280	57	.	.	PROPN
fis-3076	280	58	,	,	PUNCT
fis-3076	280	59	garcia	garcia	PROPN
fis-3076	280	60	,	,	PUNCT
fis-3076	280	61	l.e	l.e	PROPN
fis-3076	280	62	.	.	PROPN
fis-3076	280	63	,	,	PUNCT
fis-3076	280	64	griffis	griffis	PROPN
fis-3076	280	65	,	,	PUNCT
fis-3076	280	66	l.g	l.g	PROPN
fis-3076	280	67	.	.	PROPN
fis-3076	280	68	,	,	PUNCT
fis-3076	280	69	gustafson	gustafson	PROPN
fis-3076	280	70	,	,	PUNCT
fis-3076	280	71	d.p	d.p	PROPN
fis-3076	280	72	.	.	PROPN
fis-3076	280	73	,	,	PUNCT
fis-3076	280	74	harman	harman	PROPN
fis-3076	280	75	,	,	PUNCT
fis-3076	280	76	d.k	d.k	PROPN
fis-3076	280	77	.	.	PROPN
fis-3076	280	78	,	,	PUNCT
fis-3076	280	79	harris	harris	PROPN
fis-3076	280	80	,	,	PUNCT
fis-3076	280	81	j.r	j.r	PROPN
fis-3076	280	82	.	.	PROPN
fis-3076	280	83	,	,	PUNCT
fis-3076	280	84	hawkins	hawkins	PROPN
fis-3076	280	85	,	,	PUNCT
fis-3076	280	86	n.m	n.m	PROPN
fis-3076	280	87	.	.	PROPN
fis-3076	280	88	,	,	PUNCT
fis-3076	280	89	holland	holland	PROPN
fis-3076	280	90	,	,	PUNCT
fis-3076	280	91	t.c	t.c	PROPN
fis-3076	280	92	.	.	PROPN
fis-3076	280	93	,	,	PUNCT
fis-3076	280	94	iverson	iverson	PROPN
fis-3076	280	95	,	,	PUNCT
fis-3076	280	96	p.j	p.j	PROPN
fis-3076	280	97	.	.	PROPN
fis-3076	280	98	,	,	PUNCT
fis-3076	280	99	jirsa	jirsa	PROPN
fis-3076	280	100	,	,	PUNCT
fis-3076	280	101	j.o	j.o	PROPN
fis-3076	280	102	.	.	PROPN
fis-3076	280	103	,	,	PUNCT
fis-3076	280	104	kelly	kelly	PROPN
fis-3076	280	105	,	,	PUNCT
fis-3076	280	106	d.j	d.j	PROPN
fis-3076	280	107	.	.	PROPN
fis-3076	280	108	,	,	PUNCT
fis-3076	280	109	klein	klein	PROPN
fis-3076	280	110	,	,	PUNCT
fis-3076	280	111	g.j	g.j	PROPN
fis-3076	280	112	.	.	PROPN
fis-3076	280	113	,	,	PUNCT
fis-3076	280	114	kopczynski	kopczynski	PROPN
fis-3076	280	115	,	,	PUNCT
fis-3076	280	116	c.s	c.s	PROPN
fis-3076	280	117	.	.	PROPN
fis-3076	280	118	,	,	PUNCT
fis-3076	280	119	martin	martin	PROPN
fis-3076	280	120	,	,	PUNCT
fis-3076	280	121	l.d	l.d	PROPN
fis-3076	280	122	.	.	PROPN
fis-3076	280	123	,	,	PUNCT
fis-3076	280	124	mast	mast	NOUN
fis-3076	280	125	,	,	PUNCT
fis-3076	280	126	r.f	r.f	PROPN
fis-3076	280	127	.	.	PROPN
fis-3076	280	128	,	,	PUNCT
fis-3076	280	129	mccabe	mccabe	PROPN
fis-3076	280	130	,	,	PUNCT
fis-3076	280	131	s.l	s.l	PROPN
fis-3076	280	132	.	.	PROPN
fis-3076	280	133	,	,	PUNCT
fis-3076	280	134	mccall	mccall	PROPN
fis-3076	280	135	,	,	PUNCT
fis-3076	280	136	w.c	w.c	PROPN
fis-3076	280	137	.	.	PROPN
fis-3076	280	138	,	,	PUNCT
fis-3076	280	139	moehle	moehle	NOUN
fis-3076	280	140	,	,	PUNCT
fis-3076	280	141	j.p	j.p	PROPN
fis-3076	280	142	.	.	PROPN
fis-3076	280	143	,	,	PUNCT
fis-3076	280	144	murray	murray	PROPN
fis-3076	280	145	,	,	PUNCT
fis-3076	280	146	m.a	m.a	PROPN
fis-3076	280	147	.	.	PROPN
fis-3076	280	148	,	,	PUNCT
fis-3076	280	149	ramirez	ramirez	PROPN
fis-3076	280	150	,	,	PUNCT
fis-3076	280	151	j.a	j.a	PROPN
fis-3076	280	152	.	.	PROPN
fis-3076	280	153	,	,	PUNCT
fis-3076	280	154	stark	stark	PROPN
fis-3076	280	155	,	,	PUNCT
fis-3076	280	156	r.	r.	PROPN
fis-3076	280	157	,	,	PUNCT
fis-3076	280	158	tolles	tolles	PROPN
fis-3076	280	159	,	,	PUNCT
fis-3076	280	160	e.m	e.m	PROPN
fis-3076	280	161	.	.	PROPN
fis-3076	280	162	,	,	PUNCT
fis-3076	280	163	wood	wood	PROPN
fis-3076	280	164	,	,	PUNCT
fis-3076	280	165	s.l	s.l	PROPN
fis-3076	280	166	.	.	PROPN
fis-3076	280	167	,	,	PUNCT
fis-3076	280	168	aschheim	aschheim	PROPN
fis-3076	280	169	,	,	PUNCT
fis-3076	280	170	m.a	m.a	PROPN
fis-3076	280	171	.	.	PROPN
fis-3076	280	172	(	(	PUNCT
fis-3076	280	173	2005	2005	NUM
fis-3076	280	174	)	)	PUNCT
fis-3076	280	175	.	.	PUNCT
fis-3076	281	1	aci	aci	PROPN
fis-3076	281	2	committee	committee	PROPN
fis-3076	281	3	318,"building	318,"building	NUM
fis-3076	281	4	code	code	NOUN
fis-3076	281	5	requirements	requirement	NOUN
fis-3076	281	6	for	for	ADP
fis-3076	281	7	structural	structural	ADJ
fis-3076	281	8	concrete	concrete	NOUN
fis-3076	281	9	(	(	PUNCT
fis-3076	281	10	aci	aci	PROPN
fis-3076	281	11	318	318	NUM
fis-3076	281	12	-	-	SYM
fis-3076	281	13	05	05	NUM
fis-3076	281	14	)	)	PUNCT
fis-3076	281	15	and	and	CCONJ
fis-3076	281	16	commentary	commentary	NOUN
fis-3076	281	17	(	(	PUNCT
fis-3076	281	18	aci	aci	PROPN
fis-3076	281	19	318r05	318r05	NUM
fis-3076	281	20	)	)	PUNCT
fis-3076	281	21	"	"	PUNCT
fis-3076	281	22	,	,	PUNCT
fis-3076	281	23	am	be	AUX
fis-3076	281	24	.	.	PUNCT
fis-3076	282	1	concr	concr	PROPN
fis-3076	282	2	.	.	PUNCT
fis-3076	283	1	institute	institute	PROPN
fis-3076	283	2	,	,	PUNCT
fis-3076	283	3	farmingt	farmingt	NOUN
fis-3076	283	4	.	.	PUNCT
fis-3076	284	1	hills	hill	NOUN
fis-3076	284	2	,	,	PUNCT
fis-3076	284	3	mi	mi	PROPN
fis-3076	284	4	,	,	PUNCT
fis-3076	284	5	2003	2003	NUM
fis-3076	284	6	,	,	PUNCT
fis-3076	284	7	pp	pp	ADJ
fis-3076	284	8	.	.	PUNCT
fis-3076	284	9	430	430	NUM
fis-3076	284	10	.	.	PUNCT
fis-3076	285	1	[	[	X
fis-3076	285	2	3	3	NUM
fis-3076	285	3	]	]	SYM
fis-3076	285	4	emara	emara	ADJ
fis-3076	285	5	,	,	PUNCT
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fis-3076	285	7	,	,	PUNCT
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fis-3076	285	9	,	,	PUNCT
fis-3076	285	10	c.	c.	PROPN
fis-3076	285	11	,	,	PUNCT
fis-3076	285	12	baena	baena	PROPN
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fis-3076	285	15	,	,	PUNCT
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fis-3076	285	17	,	,	PUNCT
fis-3076	285	18	l.	l.	PROPN
fis-3076	285	19	,	,	PUNCT
fis-3076	285	20	barros	barros	PROPN
fis-3076	285	21	,	,	PUNCT
fis-3076	285	22	j.	j.	PROPN
fis-3076	285	23	(	(	PUNCT
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fis-3076	285	25	)	)	PUNCT
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fis-3076	286	4	nsm	nsm	PROPN
fis-3076	286	5	cfrp	cfrp	PROPN
fis-3076	286	6	laminates	laminate	NOUN
fis-3076	286	7	in	in	ADP
fis-3076	286	8	concrete	concrete	NOUN
fis-3076	286	9	under	under	ADP
fis-3076	286	10	sustained	sustained	ADJ
fis-3076	286	11	loading	loading	NOUN
fis-3076	286	12	,	,	PUNCT
fis-3076	286	13	constr	constr	NOUN
fis-3076	286	14	.	.	PUNCT
fis-3076	287	1	build	build	VERB
fis-3076	287	2	.	.	PUNCT
fis-3076	288	1	mater	mater	NOUN
fis-3076	288	2	.	.	PROPN
fis-3076	288	3	,	,	PUNCT
fis-3076	288	4	177	177	NUM
fis-3076	288	5	,	,	PUNCT
fis-3076	288	6	pp	pp	ADJ
fis-3076	288	7	.	.	PUNCT
fis-3076	289	1	237–246	237–246	NUM
fis-3076	289	2	,	,	PUNCT
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fis-3076	290	1	[	[	X
fis-3076	290	2	4	4	NUM
fis-3076	290	3	]	]	X
fis-3076	290	4	kadhim	kadhim	ADJ
fis-3076	290	5	,	,	PUNCT
fis-3076	290	6	m.m.a	m.m.a	NOUN
fis-3076	290	7	.	.	PUNCT
fis-3076	291	1	(	(	PUNCT
fis-3076	291	2	2012	2012	NUM
fis-3076	291	3	)	)	PUNCT
fis-3076	291	4	.	.	PUNCT
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fis-3076	292	5	length	length	NOUN
fis-3076	292	6	on	on	ADP
fis-3076	292	7	the	the	DET
fis-3076	292	8	behavior	behavior	NOUN
fis-3076	292	9	of	of	ADP
fis-3076	292	10	hsc	hsc	PROPN
fis-3076	292	11	continuous	continuous	ADJ
fis-3076	292	12	beam	beam	NOUN
fis-3076	292	13	,	,	PUNCT
fis-3076	292	14	j.	j.	PROPN
fis-3076	292	15	thermoplast	thermoplast	PROPN
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fis-3076	293	1	compos	compos	PROPN
fis-3076	293	2	.	.	PUNCT
fis-3076	294	1	mater	mater	PROPN
fis-3076	294	2	.	.	PROPN
fis-3076	294	3	,	,	PUNCT
fis-3076	294	4	25(1	25(1	NUM
fis-3076	294	5	)	)	PUNCT
fis-3076	294	6	,	,	PUNCT
fis-3076	294	7	pp	pp	ADJ
fis-3076	294	8	.	.	PUNCT
fis-3076	295	1	33–44	33–44	NUM
fis-3076	295	2	,	,	PUNCT
fis-3076	295	3	doi	doi	NOUN
fis-3076	295	4	:	:	PUNCT
fis-3076	295	5	10.1177/0892705711401847	10.1177/0892705711401847	NUM
fis-3076	295	6	.	.	PUNCT
fis-3076	296	1	[	[	X
fis-3076	296	2	5	5	NUM
fis-3076	296	3	]	]	PUNCT
fis-3076	296	4	quantrill	quantrill	NOUN
fis-3076	296	5	,	,	PUNCT
fis-3076	296	6	r.j	r.j	PROPN
fis-3076	296	7	.	.	PROPN
fis-3076	296	8	,	,	PUNCT
fis-3076	296	9	hollaway	hollaway	PROPN
fis-3076	296	10	,	,	PUNCT
fis-3076	296	11	l.c	l.c	PROPN
fis-3076	296	12	.	.	PROPN
fis-3076	296	13	,	,	PUNCT
fis-3076	296	14	thorne	thorne	PROPN
fis-3076	296	15	,	,	PUNCT
fis-3076	296	16	a.m.	a.m.	PROPN
fis-3076	296	17	(	(	PUNCT
fis-3076	296	18	1996	1996	NUM
fis-3076	296	19	)	)	PUNCT
fis-3076	296	20	.	.	PUNCT
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fis-3076	297	5	of	of	ADP
fis-3076	297	6	frp	frp	PROPN
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fis-3076	297	8	beam	beam	NOUN
fis-3076	297	9	response	response	NOUN
fis-3076	297	10	:	:	PUNCT
fis-3076	297	11	part	part	NOUN
fis-3076	297	12	i	i	PRON
fis-3076	297	13	,	,	PUNCT
fis-3076	297	14	mag	mag	PROPN
fis-3076	297	15	.	.	PUNCT
fis-3076	298	1	concr	concr	PROPN
fis-3076	298	2	.	.	PUNCT
fis-3076	299	1	res	re	NOUN
fis-3076	299	2	.	.	PROPN
fis-3076	299	3	,	,	PUNCT
fis-3076	299	4	48(4	48(4	PROPN
fis-3076	299	5	)	)	PUNCT
fis-3076	299	6	,	,	PUNCT
fis-3076	299	7	pp	pp	PROPN
fis-3076	299	8	.	.	PUNCT
fis-3076	300	1	331–42	331–42	NUM
fis-3076	300	2	,	,	PUNCT
fis-3076	300	3	doi	doi	NOUN
fis-3076	300	4	:	:	PUNCT
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fis-3076	300	6	/	/	SYM
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fis-3076	301	2	.	.	PUNCT
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fis-3076	302	2	6	6	NUM
fis-3076	302	3	]	]	X
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fis-3076	302	5	,	,	PUNCT
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fis-3076	302	7	,	,	PUNCT
fis-3076	302	8	m.	m.	NOUN
fis-3076	302	9	j.	j.	PROPN
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fis-3076	302	14	.	.	PROPN
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fis-3076	302	16	2012	2012	NUM
fis-3076	302	17	)	)	PUNCT
fis-3076	302	18	.	.	PUNCT
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fis-3076	302	22	cfrp	cfrp	NOUN
fis-3076	302	23	plate	plate	NOUN
fis-3076	302	24	location	location	NOUN
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fis-3076	302	26	behavior	behavior	NOUN
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fis-3076	302	29	beam	beam	PROPN
fis-3076	302	30	strengthened	strengthen	VERB
fis-3076	302	31	with	with	ADP
fis-3076	302	32	prestressed	prestressed	ADJ
fis-3076	302	33	cfrp	cfrp	NOUN
fis-3076	302	34	plate	plate	NOUN
fis-3076	302	35	,	,	PUNCT
fis-3076	302	36	babylon	babylon	PROPN
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fis-3076	302	38	,	,	PUNCT
fis-3076	302	39	20(1	20(1	NUM
fis-3076	302	40	)	)	PUNCT
fis-3076	302	41	,	,	PUNCT
fis-3076	302	42	pp	pp	ADP
fis-3076	302	43	.	.	PUNCT
fis-3076	303	1	105–113	105–113	NUM
fis-3076	303	2	,	,	PUNCT
fis-3076	303	3	available	available	ADJ
fis-3076	303	4	at	at	ADP
fis-3076	303	5	:	:	PUNCT
fis-3076	303	6	https://www.researchgate.net/publication/333056468_effect_of_prestressed_cfrp_plate_location_on_behavior	https://www.researchgate.net/publication/333056468_effect_of_prestressed_cfrp_plate_location_on_behavior	NOUN
fis-3076	303	7	_	_	NOUN
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fis-3076	303	9	.	.	PUNCT
fis-3076	304	1	[	[	X
fis-3076	304	2	7	7	NUM
fis-3076	304	3	]	]	X
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fis-3076	304	5	,	,	PUNCT
fis-3076	304	6	k.	k.	PROPN
fis-3076	304	7	,	,	PUNCT
fis-3076	304	8	li	li	PROPN
fis-3076	304	9	,	,	PUNCT
fis-3076	304	10	b.	b.	PROPN
fis-3076	304	11	,	,	PUNCT
fis-3076	304	12	soeun	soeun	NOUN
fis-3076	304	13	,	,	PUNCT
fis-3076	304	14	s.	s.	PROPN
fis-3076	304	15	(	(	PUNCT
fis-3076	304	16	2009	2009	NUM
fis-3076	304	17	)	)	PUNCT
fis-3076	304	18	.	.	PUNCT
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fis-3076	305	2	response	response	NOUN
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fis-3076	305	4	reinforced	reinforce	VERB
fis-3076	305	5	concrete	concrete	ADJ
fis-3076	305	6	beam	beam	NOUN
fis-3076	305	7	and	and	CCONJ
fis-3076	305	8	its	its	PRON
fis-3076	305	9	analytical	analytical	ADJ
fis-3076	305	10	evaluation	evaluation	NOUN
fis-3076	305	11	,	,	PUNCT
fis-3076	305	12	j.	j.	PROPN
fis-3076	305	13	t	t	PROPN
fis-3076	305	14	m.	m.	PROPN
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fis-3076	305	18	,	,	PUNCT
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fis-3076	305	20	ed	ed	PROPN
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fis-3076	305	24	58	58	NUM
fis-3076	305	25	(	(	PUNCT
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fis-3076	305	28	48	48	NUM
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fis-3076	305	30	64	64	NUM
fis-3076	305	31	;	;	PUNCT
fis-3076	305	32	doi	doi	NOUN
fis-3076	305	33	:	:	PUNCT
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fis-3076	305	39	64	64	NUM
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fis-3076	305	41	.	.	PUNCT
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fis-3076	306	5	)	)	PUNCT
fis-3076	306	6	,	,	PUNCT
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fis-3076	306	8	.	.	PUNCT
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fis-3076	307	2	,	,	PUNCT
fis-3076	307	3	doi	doi	NOUN
fis-3076	307	4	:	:	PUNCT
fis-3076	307	5	10.1061/(asce)st.1943	10.1061/(asce)st.1943	NUM
fis-3076	307	6	-	-	PUNCT
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fis-3076	307	8	.	.	PUNCT
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fis-3076	308	5	,	,	PUNCT
fis-3076	308	6	t.m	t.m	PROPN
fis-3076	308	7	.	.	PROPN
fis-3076	308	8	,	,	PUNCT
fis-3076	308	9	hao	hao	PROPN
fis-3076	308	10	,	,	PUNCT
fis-3076	308	11	h.	h.	PROPN
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fis-3076	308	14	)	)	PUNCT
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fis-3076	309	5	-	-	PUNCT
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fis-3076	309	7	rc	rc	NOUN
fis-3076	309	8	beams	beam	NOUN
fis-3076	309	9	without	without	ADP
fis-3076	309	10	stirrups	stirrup	NOUN
fis-3076	309	11	,	,	PUNCT
fis-3076	309	12	j.	j.	PROPN
fis-3076	309	13	compos	compos	PROPN
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fis-3076	310	1	constr	constr	PROPN
fis-3076	310	2	.	.	PUNCT
fis-3076	310	3	,	,	PUNCT
fis-3076	310	4	20(4	20(4	NOUN
fis-3076	310	5	)	)	PUNCT
fis-3076	310	6	,	,	PUNCT
fis-3076	310	7	pp	pp	PROPN
fis-3076	310	8	.	.	PUNCT
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fis-3076	310	10	,	,	PUNCT
fis-3076	310	11	doi	doi	NOUN
fis-3076	310	12	:	:	PUNCT
fis-3076	310	13	10.1061/(asce)cc.1943	10.1061/(asce)cc.1943	NUM
fis-3076	310	14	-	-	PUNCT
fis-3076	310	15	5614.0000671	5614.0000671	NUM
fis-3076	310	16	.	.	PUNCT
fis-3076	311	1	[	[	X
fis-3076	311	2	9	9	NUM
fis-3076	311	3	]	]	X
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fis-3076	311	5	,	,	PUNCT
fis-3076	311	6	k.	k.	PROPN
fis-3076	311	7	,	,	PUNCT
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fis-3076	311	9	,	,	PUNCT
fis-3076	311	10	t.	t.	PROPN
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fis-3076	311	13	)	)	PUNCT
fis-3076	311	14	.	.	PUNCT
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fis-3076	312	2	for	for	ADP
fis-3076	312	3	the	the	DET
fis-3076	312	4	design	design	NOUN
fis-3076	312	5	and	and	CCONJ
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fis-3076	312	8	externally	externally	ADV
fis-3076	312	9	bonded	bond	VERB
fis-3076	312	10	frp	frp	PROPN
fis-3076	312	11	systems	system	NOUN
fis-3076	312	12	for	for	ADP
fis-3076	312	13	strengthening	strengthen	VERB
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fis-3076	312	16	(	(	PUNCT
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fis-3076	312	19	)	)	PUNCT
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fis-3076	314	3	,	,	PUNCT
fis-3076	315	1	pp	pp	ADJ
fis-3076	315	2	.	.	PUNCT
fis-3076	316	1	1627–1633	1627–1633	NUM
fis-3076	316	2	,	,	PUNCT
fis-3076	316	3	doi	doi	NOUN
fis-3076	316	4	:	:	PUNCT
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fis-3076	316	6	.	.	PUNCT
fis-3076	317	1	[	[	X
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fis-3076	317	5	,	,	PUNCT
fis-3076	317	6	e.	e.	PROPN
fis-3076	317	7	,	,	PUNCT
fis-3076	317	8	erdem	erdem	PROPN
fis-3076	317	9	,	,	PUNCT
fis-3076	317	10	r.	r.	PROPN
fis-3076	317	11	t.	t.	PROPN
fis-3076	317	12	,	,	PUNCT
fis-3076	317	13	anıl	anıl	PROPN
fis-3076	317	14	,	,	PUNCT
fis-3076	317	15	ö.	ö.	PROPN
fis-3076	317	16	(	(	PUNCT
fis-3076	317	17	2011	2011	NUM
fis-3076	317	18	)	)	PUNCT
fis-3076	317	19	.	.	PUNCT
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fis-3076	318	2	finite	finite	PROPN
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fis-3076	318	6	impact	impact	NOUN
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fis-3076	318	9	concrete	concrete	ADJ
fis-3076	318	10	beam	beam	NOUN
fis-3076	318	11	,	,	PUNCT
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fis-3076	318	13	and	and	CCONJ
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fis-3076	318	15	applications	application	NOUN
fis-3076	318	16	,	,	PUNCT
fis-3076	318	17	16(1	16(1	NUM
fis-3076	318	18	)	)	PUNCT
fis-3076	318	19	,	,	PUNCT
fis-3076	318	20	pp	pp	ADP
fis-3076	318	21	.	.	PUNCT
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fis-3076	319	2	.	.	PUNCT
fis-3076	320	1	[	[	X
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fis-3076	320	3	]	]	X
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fis-3076	320	5	,	,	PUNCT
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fis-3076	320	8	,	,	PUNCT
fis-3076	320	9	meier	meier	PROPN
fis-3076	320	10	,	,	PUNCT
fis-3076	320	11	u.	u.	PROPN
fis-3076	320	12	(	(	PUNCT
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fis-3076	320	14	)	)	PUNCT
fis-3076	320	15	.	.	PUNCT
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fis-3076	321	6	externally	externally	ADV
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fis-3076	321	8	with	with	ADP
fis-3076	321	9	cfrp	cfrp	NOUN
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fis-3076	321	11	,	,	PUNCT
fis-3076	321	12	j.	j.	PROPN
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fis-3076	321	14	.	.	PUNCT
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fis-3076	322	4	3(3	3(3	NUM
fis-3076	322	5	)	)	PUNCT
fis-3076	322	6	,	,	PUNCT
fis-3076	322	7	pp	pp	ADP
fis-3076	322	8	.	.	PUNCT
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fis-3076	323	2	,	,	PUNCT
fis-3076	323	3	doi	doi	NOUN
fis-3076	323	4	:	:	PUNCT
fis-3076	323	5	10.1061/(asce)1090	10.1061/(asce)1090	NUM
fis-3076	323	6	-	-	NUM
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fis-3076	323	8	)	)	PUNCT
fis-3076	323	9	.	.	PUNCT
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fis-3076	324	3	]	]	PUNCT
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fis-3076	324	7	,	,	PUNCT
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fis-3076	324	9	,	,	PUNCT
fis-3076	324	10	h.	h.	PROPN
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fis-3076	324	13	)	)	PUNCT
fis-3076	324	14	.	.	PUNCT
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fis-3076	325	4	beams	beam	NOUN
fis-3076	325	5	strengthened	strengthen	VERB
fis-3076	325	6	with	with	ADP
fis-3076	325	7	fiber	fiber	NOUN
fis-3076	325	8	-	-	PUNCT
fis-3076	325	9	reinforced	reinforce	VERB
fis-3076	325	10	polymer	polymer	NOUN
fis-3076	325	11	laminates	laminate	NOUN
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fis-3076	325	13	impact	impact	NOUN
fis-3076	325	14	loading	loading	NOUN
fis-3076	325	15	,	,	PUNCT
fis-3076	325	16	j.	j.	PROPN
fis-3076	325	17	compos	compos	PROPN
fis-3076	325	18	.	.	PUNCT
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fis-3076	326	2	.	.	PUNCT
fis-3076	326	3	,	,	PUNCT
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fis-3076	326	5	)	)	PUNCT
fis-3076	326	6	,	,	PUNCT
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fis-3076	326	8	.	.	PUNCT
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fis-3076	327	2	,	,	PUNCT
fis-3076	327	3	doi	doi	NOUN
fis-3076	327	4	:	:	PUNCT
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fis-3076	327	6	-	-	PUNCT
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fis-3076	327	8	)	)	PUNCT
fis-3076	327	9	.	.	PUNCT
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fis-3076	328	5	,	,	PUNCT
fis-3076	328	6	m.r	m.r	PROPN
fis-3076	328	7	.	.	PROPN
fis-3076	328	8	,	,	PUNCT
fis-3076	328	9	kianoush	kianoush	PROPN
fis-3076	328	10	,	,	PUNCT
fis-3076	328	11	m.r	m.r	PROPN
fis-3076	328	12	.	.	PROPN
fis-3076	328	13	,	,	PUNCT
fis-3076	328	14	tajari	tajari	PROPN
fis-3076	328	15	,	,	PUNCT
fis-3076	328	16	a.r	a.r	PROPN
fis-3076	328	17	.	.	PROPN
fis-3076	328	18	(	(	PUNCT
fis-3076	328	19	2007	2007	NUM
fis-3076	328	20	)	)	PUNCT
fis-3076	328	21	.	.	PUNCT
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fis-3076	329	3	of	of	ADP
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fis-3076	329	5	concrete	concrete	ADJ
fis-3076	329	6	beams	beam	NOUN
fis-3076	329	7	strengthened	strengthen	VERB
fis-3076	329	8	by	by	ADP
fis-3076	329	9	cfrp	cfrp	NOUN
fis-3076	329	10	sheets	sheet	NOUN
fis-3076	329	11	,	,	PUNCT
fis-3076	329	12	eng	eng	PROPN
fis-3076	329	13	.	.	PROPN
fis-3076	329	14	struct	struct	PROPN
fis-3076	329	15	.	.	PUNCT
fis-3076	329	16	,	,	PUNCT
fis-3076	329	17	29(10	29(10	NOUN
fis-3076	329	18	)	)	PUNCT
fis-3076	329	19	,	,	PUNCT
fis-3076	329	20	pp	pp	ADP
fis-3076	329	21	.	.	PUNCT
fis-3076	330	1	2428–2444	2428–2444	NUM
fis-3076	330	2	,	,	PUNCT
fis-3076	330	3	doi	doi	NOUN
fis-3076	330	4	:	:	PUNCT
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fis-3076	330	8	.	.	PUNCT
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fis-3076	331	3	]	]	X
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fis-3076	331	5	,	,	PUNCT
fis-3076	331	6	s.	s.	PROPN
fis-3076	331	7	,	,	PUNCT
fis-3076	331	8	banthia	banthia	VERB
fis-3076	331	9	,	,	PUNCT
fis-3076	331	10	n.	n.	NOUN
fis-3076	331	11	,	,	PUNCT
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fis-3076	331	13	,	,	PUNCT
fis-3076	331	14	s.	s.	PROPN
fis-3076	331	15	(	(	PUNCT
fis-3076	331	16	2007	2007	NUM
fis-3076	331	17	)	)	PUNCT
fis-3076	331	18	.	.	PUNCT
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fis-3076	332	4	beams	beam	NOUN
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fis-3076	332	6	impact	impact	NOUN
fis-3076	332	7	loading	loading	NOUN
fis-3076	332	8	:	:	PUNCT
fis-3076	332	9	some	some	DET
fis-3076	332	10	new	new	ADJ
fis-3076	332	11	findings	finding	NOUN
fis-3076	332	12	.	.	PUNCT
fis-3076	333	1	in	in	ADP
fis-3076	333	2	proceedings	proceeding	NOUN
fis-3076	333	3	of	of	ADP
fis-3076	333	4	the	the	DET
fis-3076	333	5	6th	6th	ADJ
fis-3076	333	6	int	int	NOUN
fis-3076	333	7	.	.	PUNCT
fis-3076	334	1	conference	conference	NOUN
fis-3076	334	2	on	on	ADP
fis-3076	334	3	fracture	fracture	PROPN
fis-3076	334	4	mechanics	mechanic	NOUN
fis-3076	334	5	of	of	ADP
fis-3076	334	6	concrete	concrete	ADJ
fis-3076	334	7	and	and	CCONJ
fis-3076	334	8	concrete	concrete	ADJ
fis-3076	334	9	structures	structure	NOUN
fis-3076	334	10	,	,	PUNCT
fis-3076	334	11	catania	catania	PROPN
fis-3076	334	12	,	,	PUNCT
fis-3076	334	13	italy	italy	PROPN
fis-3076	334	14	.	.	PUNCT
fis-3076	335	1	[	[	X
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fis-3076	335	3	]	]	X
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fis-3076	335	5	,	,	PUNCT
fis-3076	335	6	d.	d.	PROPN
fis-3076	335	7	(	(	PUNCT
fis-3076	335	8	1953	1953	NUM
fis-3076	335	9	)	)	PUNCT
fis-3076	335	10	.	.	PUNCT
fis-3076	336	1	effect	effect	NOUN
fis-3076	336	2	of	of	ADP
fis-3076	336	3	straining	strain	VERB
fis-3076	336	4	rate	rate	NOUN
fis-3076	336	5	on	on	ADP
fis-3076	336	6	the	the	DET
fis-3076	336	7	compressive	compressive	ADJ
fis-3076	336	8	strength	strength	NOUN
fis-3076	336	9	and	and	CCONJ
fis-3076	336	10	elastic	elastic	ADJ
fis-3076	336	11	properties	property	NOUN
fis-3076	336	12	of	of	ADP
fis-3076	336	13	concrete	concrete	NOUN
fis-3076	336	14	,	,	PUNCT
fis-3076	336	15	j.	j.	PROPN
fis-3076	336	16	proc	proc	PROPN
fis-3076	336	17	.	.	PROPN
fis-3076	336	18	,	,	PUNCT
fis-3076	336	19	49(4	49(4	NOUN
fis-3076	336	20	)	)	PUNCT
fis-3076	336	21	,	,	PUNCT
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fis-3076	336	23	.	.	PUNCT
fis-3076	337	1	729–44	729–44	NOUN
fis-3076	337	2	,	,	PUNCT
fis-3076	337	3	doi	doi	NOUN
fis-3076	337	4	:	:	PUNCT
fis-3076	337	5	10.14359/11850	10.14359/11850	NUM
fis-3076	337	6	.	.	PUNCT
fis-3076	338	1	[	[	X
fis-3076	338	2	16	16	NUM
fis-3076	338	3	]	]	X
fis-3076	338	4	goldston	goldston	PROPN
fis-3076	338	5	,	,	PUNCT
fis-3076	338	6	m.	m.	NOUN
fis-3076	338	7	,	,	PUNCT
fis-3076	338	8	remennikov	remennikov	PROPN
fis-3076	338	9	,	,	PUNCT
fis-3076	338	10	a.	a.	NOUN
fis-3076	338	11	,	,	PUNCT
fis-3076	338	12	sheikh	sheikh	NOUN
fis-3076	338	13	,	,	PUNCT
fis-3076	338	14	m.n	m.n	PROPN
fis-3076	338	15	.	.	PROPN
fis-3076	338	16	(	(	PUNCT
fis-3076	338	17	2016	2016	NUM
fis-3076	338	18	)	)	PUNCT
fis-3076	338	19	.	.	PUNCT
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fis-3076	339	6	of	of	ADP
fis-3076	339	7	concrete	concrete	ADJ
fis-3076	339	8	beams	beam	NOUN
fis-3076	339	9	reinforced	reinforce	VERB
fis-3076	339	10	with	with	ADP
fis-3076	339	11	gfrp	gfrp	PROPN
fis-3076	339	12	bars	bar	NOUN
fis-3076	339	13	under	under	ADP
fis-3076	339	14	static	static	ADJ
fis-3076	339	15	and	and	CCONJ
fis-3076	339	16	impact	impact	NOUN
fis-3076	339	17	loading	loading	NOUN
fis-3076	339	18	,	,	PUNCT
fis-3076	339	19	eng	eng	PROPN
fis-3076	339	20	.	.	PROPN
fis-3076	339	21	struct	struct	PROPN
fis-3076	339	22	.	.	PUNCT
fis-3076	339	23	,	,	PUNCT
fis-3076	339	24	113	113	NUM
fis-3076	339	25	,	,	PUNCT
fis-3076	339	26	pp	pp	ADJ
fis-3076	339	27	.	.	PUNCT
fis-3076	340	1	220–232	220–232	NUM
fis-3076	340	2	,	,	PUNCT
fis-3076	340	3	doi	doi	NOUN
fis-3076	340	4	:	:	PUNCT
fis-3076	340	5	10.1016	10.1016	NUM
fis-3076	340	6	/	/	SYM
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fis-3076	340	8	.	.	PUNCT
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fis-3076	341	2	17	17	NUM
fis-3076	341	3	]	]	X
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fis-3076	341	5	,	,	PUNCT
fis-3076	341	6	y.	y.	PROPN
fis-3076	341	7	(	(	PUNCT
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fis-3076	341	9	)	)	PUNCT
fis-3076	341	10	.	.	PUNCT
fis-3076	342	1	a	a	DET
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fis-3076	342	14	and	and	CCONJ
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fis-3076	342	17	,	,	PUNCT
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fis-3076	342	28	:	:	PUNCT
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fis-3076	342	30	.	.	PUNCT
fis-3076	343	1	[	[	X
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fis-3076	343	3	]	]	X
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fis-3076	343	5	-	-	PUNCT
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fis-3076	343	7	,	,	PUNCT
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fis-3076	343	9	(	(	PUNCT
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fis-3076	343	11	)	)	PUNCT
fis-3076	343	12	.	.	PUNCT
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fis-3076	344	6	beams	beam	NOUN
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fis-3076	344	12	fibre	fibre	NOUN
fis-3076	344	13	reinforced	reinforce	VERB
fis-3076	344	14	polymer	polymer	NOUN
fis-3076	344	15	(	(	PUNCT
fis-3076	344	16	cfrp	cfrp	NOUN
fis-3076	344	17	)	)	PUNCT
fis-3076	344	18	,	,	PUNCT
fis-3076	344	19	phd	phd	NOUN
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fis-3076	344	21	,	,	PUNCT
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fis-3076	344	25	.	.	PUNCT
fis-3076	345	1	[	[	X
fis-3076	345	2	19	19	NUM
fis-3076	345	3	]	]	X
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fis-3076	345	5	,	,	PUNCT
fis-3076	345	6	t.m	t.m	PROPN
fis-3076	345	7	.	.	PROPN
fis-3076	345	8	,	,	PUNCT
fis-3076	345	9	hao	hao	PROPN
fis-3076	345	10	,	,	PUNCT
fis-3076	345	11	h.	h.	PROPN
fis-3076	345	12	(	(	PUNCT
fis-3076	345	13	2017	2017	NUM
fis-3076	345	14	)	)	PUNCT
fis-3076	345	15	.	.	PUNCT
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fis-3076	346	4	-	-	PUNCT
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fis-3076	346	6	polymer	polymer	NOUN
fis-3076	346	7	-	-	PUNCT
fis-3076	346	8	strengthened	strengthen	VERB
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fis-3076	346	11	beams	beam	NOUN
fis-3076	346	12	under	under	ADP
fis-3076	346	13	static	static	ADJ
fis-3076	346	14	and	and	CCONJ
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fis-3076	346	17	,	,	PUNCT
fis-3076	346	18	int	int	NOUN
fis-3076	346	19	.	.	PUNCT
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fis-3076	347	5	.	.	PUNCT
fis-3076	347	6	,	,	PUNCT
fis-3076	347	7	8(1	8(1	NOUN
fis-3076	347	8	)	)	PUNCT
fis-3076	347	9	,	,	PUNCT
fis-3076	347	10	pp	pp	PROPN
fis-3076	347	11	.	.	PUNCT
fis-3076	348	1	3–24	3–24	NOUN
fis-3076	348	2	,	,	PUNCT
fis-3076	348	3	doi	doi	NOUN
fis-3076	348	4	:	:	PUNCT
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fis-3076	348	6	.	.	PUNCT
fis-3076	349	1	[	[	X
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fis-3076	349	5	,	,	PUNCT
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fis-3076	349	8	,	,	PUNCT
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fis-3076	349	10	,	,	PUNCT
fis-3076	349	11	g.z	g.z	PROPN
fis-3076	349	12	.	.	PROPN
fis-3076	349	13	(	(	PUNCT
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fis-3076	349	15	)	)	PUNCT
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fis-3076	350	5	under	under	ADP
fis-3076	350	6	cyclic	cyclic	ADJ
fis-3076	350	7	multiaxial	multiaxial	ADJ
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fis-3076	350	9	,	,	PUNCT
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fis-3076	350	17	)	)	PUNCT
fis-3076	350	18	,	,	PUNCT
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fis-3076	350	20	.	.	PUNCT
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fis-3076	351	2	,	,	PUNCT
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fis-3076	352	5	,	,	PUNCT
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fis-3076	352	9	,	,	PUNCT
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fis-3076	352	15	)	)	PUNCT
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fis-3076	353	6	damage	damage	NOUN
fis-3076	353	7	plasticity	plasticity	NOUN
fis-3076	353	8	constitutive	constitutive	ADJ
fis-3076	353	9	model	model	NOUN
fis-3076	353	10	,	,	PUNCT
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fis-3076	353	13	civil	civil	ADJ
fis-3076	353	14	and	and	CCONJ
fis-3076	353	15	environmental	environmental	ADJ
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fis-3076	353	17	,	,	PUNCT
fis-3076	353	18	6(1	6(1	NUM
fis-3076	353	19	)	)	PUNCT
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fis-3076	353	21	pp	pp	ADP
fis-3076	353	22	.	.	PUNCT
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fis-3076	354	2	.	.	PUNCT
fis-3076	355	1	[	[	X
fis-3076	355	2	22	22	NUM
fis-3076	355	3	]	]	X
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fis-3076	355	5	,	,	PUNCT
fis-3076	355	6	g.z	g.z	PROPN
fis-3076	355	7	.	.	PROPN
fis-3076	355	8	,	,	PUNCT
fis-3076	355	9	abu	abu	PROPN
fis-3076	355	10	-	-	PUNCT
fis-3076	355	11	lebdeh	lebdeh	PROPN
fis-3076	355	12	,	,	PUNCT
fis-3076	355	13	t.m	t.m	PROPN
fis-3076	355	14	.	.	PROPN
fis-3076	355	15	(	(	PUNCT
fis-3076	355	16	1994	1994	NUM
fis-3076	355	17	)	)	PUNCT
fis-3076	355	18	.	.	PUNCT
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fis-3076	356	10	,	,	PUNCT
fis-3076	356	11	int	int	PROPN
fis-3076	356	12	.	.	PUNCT
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fis-3076	357	4	,	,	PUNCT
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fis-3076	357	6	)	)	PUNCT
fis-3076	357	7	,	,	PUNCT
fis-3076	357	8	pp	pp	PROPN
fis-3076	357	9	.	.	PUNCT
fis-3076	358	1	1–21	1–21	NOUN
fis-3076	358	2	,	,	PUNCT
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fis-3076	358	4	:	:	PUNCT
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fis-3076	358	6	-	-	PUNCT
fis-3076	358	7	6419(94)90051	6419(94)90051	NUM
fis-3076	358	8	-	-	PUNCT
fis-3076	358	9	5	5	NUM
fis-3076	358	10	.	.	PUNCT
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fis-3076	359	3	]	]	SYM
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fis-3076	359	5	,	,	PUNCT
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fis-3076	359	7	,	,	PUNCT
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fis-3076	359	9	,	,	PUNCT
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fis-3076	360	5	-	-	PUNCT
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fis-3076	360	7	response	response	NOUN
fis-3076	360	8	ofrc	ofrc	NOUN
fis-3076	360	9	slab	slab	NOUN
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fis-3076	360	11	to	to	ADP
fis-3076	360	12	impact	impact	NOUN
fis-3076	360	13	loading	loading	NOUN
fis-3076	360	14	.	.	PUNCT
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fis-3076	360	17	)	)	PUNCT
fis-3076	360	18	,	,	PUNCT
fis-3076	360	19	pp	pp	PROPN
fis-3076	360	20	.	.	PUNCT
fis-3076	361	1	11–20	11–20	NUM
fis-3076	361	2	,	,	PUNCT
fis-3076	361	3	doi	doi	NOUN
fis-3076	361	4	:	:	PUNCT
fis-3076	361	5	10.9790/1684	10.9790/1684	NUM
fis-3076	361	6	-	-	SYM
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fis-3076	361	8	.	.	PUNCT
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fis-3076	362	3	]	]	PUNCT
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fis-3076	362	5	,	,	PUNCT
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fis-3076	362	9	)	)	PUNCT
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fis-3076	363	8	,	,	PUNCT
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fis-3076	363	19	.	.	PUNCT
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fis-3076	364	2	,	,	PUNCT
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fis-3076	364	4	:	:	PUNCT
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fis-3076	364	6	.	.	PUNCT
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fis-3076	365	5	,	,	PUNCT
fis-3076	365	6	j.-c	j.-c	PROPN
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fis-3076	365	8	,	,	PUNCT
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fis-3076	367	10	,	,	PUNCT
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fis-3076	367	15	,	,	PUNCT
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fis-3076	367	17	,	,	PUNCT
fis-3076	367	18	,	,	PUNCT
fis-3076	367	19	doi	doi	NOUN
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fis-3076	367	24	.	.	PUNCT
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fis-3076	369	7	,	,	PUNCT
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fis-3076	369	18	.	.	PUNCT
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fis-3076	370	2	,	,	PUNCT
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fis-3076	371	5	,	,	PUNCT
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fis-3076	371	7	,	,	PUNCT
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fis-3076	372	18	.	.	PUNCT
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fis-3076	373	8	.	.	PUNCT
fis-3076	374	1	2838	2838	NUM
fis-3076	374	2	,	,	PUNCT
fis-3076	374	3	doi	doi	NOUN
fis-3076	374	4	:	:	PUNCT
fis-3076	374	5	10.3390	10.3390	NUM
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fis-3076	374	8	.	.	PUNCT
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fis-3076	375	3	]	]	X
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fis-3076	375	5	-	-	PUNCT
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fis-3076	375	8	h.	h.	PROPN
fis-3076	375	9	,	,	PUNCT
fis-3076	375	10	al	al	PROPN
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fis-3076	375	12	mahaidi	mahaidi	PROPN
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fis-3076	381	8	under	under	ADP
fis-3076	381	9	impact	impact	NOUN
fis-3076	381	10	loads	load	NOUN
fis-3076	381	11	,	,	PUNCT
fis-3076	381	12	in	in	ADP
fis-3076	381	13	proceedings	proceeding	NOUN
fis-3076	381	14	of	of	ADP
fis-3076	381	15	the	the	DET
fis-3076	381	16	24th	24th	ADJ
fis-3076	381	17	uk	uk	PROPN
fis-3076	381	18	conference	conference	NOUN
fis-3076	381	19	of	of	ADP
fis-3076	381	20	the	the	DET
fis-3076	381	21	association	association	NOUN
fis-3076	381	22	for	for	ADP
fis-3076	381	23	computional	computional	ADJ
fis-3076	381	24	mechanics	mechanic	NOUN
fis-3076	381	25	in	in	ADP
fis-3076	381	26	engineering	engineering	NOUN
fis-3076	381	27	,	,	PUNCT
fis-3076	381	28	uk	uk	PROPN
fis-3076	381	29	.	.	PUNCT
fis-3076	382	1	[	[	X
fis-3076	382	2	30	30	NUM
fis-3076	382	3	]	]	X
fis-3076	382	4	kadhim	kadhim	ADJ
fis-3076	382	5	,	,	PUNCT
fis-3076	382	6	m.m.a	m.m.a	NOUN
fis-3076	382	7	.	.	PROPN
fis-3076	382	8	,	,	PUNCT
fis-3076	382	9	wu	wu	PROPN
fis-3076	382	10	,	,	PUNCT
fis-3076	382	11	z.	z.	PROPN
fis-3076	382	12	,	,	PUNCT
fis-3076	382	13	cunningham	cunningham	PROPN
fis-3076	382	14	,	,	PUNCT
fis-3076	382	15	l.s	l.s	PROPN
fis-3076	382	16	.	.	PROPN
fis-3076	382	17	(	(	PUNCT
fis-3076	382	18	2018	2018	NUM
fis-3076	382	19	)	)	PUNCT
fis-3076	382	20	.	.	PUNCT
fis-3076	383	1	experimental	experimental	ADJ
fis-3076	383	2	study	study	NOUN
fis-3076	383	3	of	of	ADP
fis-3076	383	4	cfrp	cfrp	PROPN
fis-3076	383	5	strengthened	strengthen	VERB
fis-3076	383	6	steel	steel	NOUN
fis-3076	383	7	columns	column	NOUN
fis-3076	383	8	subject	subject	ADJ
fis-3076	383	9	to	to	ADP
fis-3076	383	10	lateral	lateral	ADJ
fis-3076	383	11	impact	impact	NOUN
fis-3076	383	12	loads	load	NOUN
fis-3076	383	13	,	,	PUNCT
fis-3076	383	14	compos	compos	NOUN
fis-3076	383	15	.	.	PUNCT
fis-3076	384	1	struct	struct	NOUN
fis-3076	384	2	.	.	PUNCT
fis-3076	384	3	,	,	PUNCT
fis-3076	384	4	185	185	NUM
fis-3076	384	5	,	,	PUNCT
fis-3076	384	6	pp	pp	ADJ
fis-3076	384	7	.	.	PUNCT
fis-3076	385	1	94–104	94–104	PROPN
fis-3076	385	2	,	,	PUNCT
fis-3076	385	3	doi	doi	NOUN
fis-3076	385	4	:	:	PUNCT
fis-3076	385	5	10.1016	10.1016	NUM
fis-3076	385	6	/	/	SYM
fis-3076	385	7	j.compstruct.2017.10.089	j.compstruct.2017.10.089	NOUN
fis-3076	385	8	.	.	PUNCT
fis-3076	386	1	[	[	X
fis-3076	386	2	31	31	NUM
fis-3076	386	3	]	]	PUNCT
fis-3076	386	4	zeinoddini	zeinoddini	NOUN
fis-3076	386	5	,	,	PUNCT
fis-3076	386	6	m.	m.	NOUN
fis-3076	386	7	,	,	PUNCT
fis-3076	386	8	harding	harding	PROPN
fis-3076	386	9	,	,	PUNCT
fis-3076	386	10	j.e	j.e	PROPN
fis-3076	386	11	.	.	PROPN
fis-3076	386	12	,	,	PUNCT
fis-3076	386	13	parke	parke	PROPN
fis-3076	386	14	,	,	PUNCT
fis-3076	386	15	g.a.r	g.a.r	NOUN
fis-3076	386	16	.	.	PUNCT
fis-3076	386	17	(	(	PUNCT
fis-3076	386	18	2008	2008	NUM
fis-3076	386	19	)	)	PUNCT
fis-3076	386	20	.	.	PUNCT
fis-3076	387	1	axially	axially	ADV
fis-3076	387	2	pre	pre	VERB
fis-3076	387	3	-	-	ADJ
fis-3076	387	4	loaded	load	VERB
fis-3076	387	5	steel	steel	NOUN
fis-3076	387	6	tubes	tube	NOUN
fis-3076	387	7	subjected	subject	VERB
fis-3076	387	8	to	to	ADP
fis-3076	387	9	lateral	lateral	ADJ
fis-3076	387	10	impacts	impact	NOUN
fis-3076	387	11	(	(	PUNCT
fis-3076	387	12	a	a	DET
fis-3076	387	13	numerical	numerical	ADJ
fis-3076	387	14	simulation	simulation	NOUN
fis-3076	387	15	)	)	PUNCT
fis-3076	387	16	,	,	PUNCT
fis-3076	387	17	int	int	NOUN
fis-3076	387	18	.	.	PUNCT
fis-3076	388	1	j.	j.	PROPN
fis-3076	388	2	impact	impact	PROPN
fis-3076	388	3	eng	eng	PROPN
fis-3076	388	4	.	.	PROPN
fis-3076	388	5	,	,	PUNCT
fis-3076	388	6	35(11	35(11	NUM
fis-3076	388	7	)	)	PUNCT
fis-3076	388	8	,	,	PUNCT
fis-3076	388	9	pp	pp	ADP
fis-3076	388	10	.	.	PUNCT
fis-3076	388	11	1267–1279	1267–1279	NUM
fis-3076	388	12	,	,	PUNCT
fis-3076	388	13	doi	doi	NOUN
fis-3076	388	14	:	:	PUNCT
fis-3076	388	15	10.1016	10.1016	NUM
fis-3076	388	16	/	/	SYM
fis-3076	388	17	j.ijimpeng.2007.08.002	j.ijimpeng.2007.08.002	PROPN
fis-3076	388	18	.	.	PUNCT
fis-3076	389	1	[	[	X
fis-3076	389	2	32	32	NUM
fis-3076	389	3	]	]	PUNCT
fis-3076	389	4	genikomsou	genikomsou	NOUN
fis-3076	389	5	,	,	PUNCT
fis-3076	389	6	a.s	a.s	PROPN
fis-3076	389	7	.	.	PROPN
fis-3076	389	8	,	,	PUNCT
fis-3076	389	9	polak	polak	PROPN
fis-3076	389	10	,	,	PUNCT
fis-3076	389	11	m.a	m.a	PROPN
fis-3076	389	12	.	.	PROPN
fis-3076	389	13	(	(	PUNCT
fis-3076	389	14	2017	2017	NUM
fis-3076	389	15	)	)	PUNCT
fis-3076	389	16	.	.	PUNCT
fis-3076	390	1	finite	finite	PROPN
fis-3076	390	2	element	element	NOUN
fis-3076	390	3	analysis	analysis	NOUN
fis-3076	390	4	of	of	ADP
fis-3076	390	5	rc	rc	PROPN
fis-3076	390	6	flat	flat	ADJ
fis-3076	390	7	slabs	slab	NOUN
fis-3076	390	8	with	with	ADP
fis-3076	390	9	different	different	ADJ
fis-3076	390	10	amount	amount	NOUN
fis-3076	390	11	and	and	CCONJ
fis-3076	390	12	placement	placement	NOUN
fis-3076	390	13	of	of	ADP
fis-3076	390	14	shear	shear	NOUN
fis-3076	390	15	bolts	bolt	NOUN
fis-3076	390	16	,	,	PUNCT
fis-3076	390	17	spec	spec	PROPN
fis-3076	390	18	.	.	PUNCT
fis-3076	391	1	publ	publ	PROPN
fis-3076	391	2	.	.	PUNCT
fis-3076	391	3	,	,	PUNCT
fis-3076	391	4	321	321	NUM
fis-3076	391	5	,	,	PUNCT
fis-3076	391	6	pp	pp	ADJ
fis-3076	391	7	.	.	PUNCT
fis-3076	392	1	6.1	6.1	NUM
fis-3076	392	2	-	-	SYM
fis-3076	392	3	6.20	6.20	NUM
fis-3076	392	4	.	.	PUNCT