id	sid	tid	token	lemma	pos
fis-4833	1	1	microsoft	microsoft	PROPN
fis-4833	1	2	word	word	PROPN
fis-4833	1	3	numero_69_art_06_4833.docx	numero_69_art_06_4833.docx	VERB
fis-4833	1	4	s.	s.	PROPN
fis-4833	1	5	d.	d.	PROPN
fis-4833	1	6	raiyani	raiyani	PROPN
fis-4833	1	7	et	et	PROPN
fis-4833	1	8	alii	alii	PROPN
fis-4833	1	9	,	,	PUNCT
fis-4833	1	10	frattura	frattura	PROPN
fis-4833	1	11	ed	ed	PROPN
fis-4833	1	12	integrità	integrità	PROPN
fis-4833	1	13	strutturale	strutturale	PROPN
fis-4833	1	14	,	,	PUNCT
fis-4833	1	15	69	69	NUM
fis-4833	1	16	(	(	PUNCT
fis-4833	1	17	2024	2024	NUM
fis-4833	1	18	)	)	PUNCT
fis-4833	1	19	71	71	NUM
fis-4833	1	20	-	-	SYM
fis-4833	1	21	88	88	NUM
fis-4833	1	22	;	;	PUNCT
fis-4833	1	23	doi	doi	NOUN
fis-4833	1	24	:	:	PUNCT
fis-4833	1	25	10.3221	10.3221	NUM
fis-4833	1	26	/	/	SYM
fis-4833	1	27	igf	igf	PROPN
fis-4833	1	28	-	-	PUNCT
fis-4833	1	29	esis.69.06	esis.69.06	NOUN
fis-4833	1	30	71	71	NUM
fis-4833	1	31	effectiveness	effectiveness	NOUN
fis-4833	1	32	of	of	ADP
fis-4833	1	33	partial	partial	ADJ
fis-4833	1	34	wrapping	wrapping	NOUN
fis-4833	1	35	of	of	ADP
fis-4833	1	36	stainless	stainless	ADJ
fis-4833	1	37	-	-	PUNCT
fis-4833	1	38	steel	steel	NOUN
fis-4833	1	39	wire	wire	NOUN
fis-4833	1	40	mesh	mesh	NOUN
fis-4833	1	41	on	on	ADP
fis-4833	1	42	compression	compression	NOUN
fis-4833	1	43	behavior	behavior	NOUN
fis-4833	1	44	of	of	ADP
fis-4833	1	45	concrete	concrete	ADJ
fis-4833	1	46	cylinders	cylinder	NOUN
fis-4833	1	47	sunil	sunil	NOUN
fis-4833	1	48	d	d	PROPN
fis-4833	1	49	raiyani	raiyani	PROPN
fis-4833	1	50	,	,	PUNCT
fis-4833	1	51	paresh	paresh	PROPN
fis-4833	1	52	v	v	NUM
fis-4833	1	53	patel	patel	PROPN
fis-4833	1	54	civil	civil	ADJ
fis-4833	1	55	engineering	engineering	PROPN
fis-4833	1	56	department	department	PROPN
fis-4833	1	57	,	,	PUNCT
fis-4833	1	58	nirma	nirma	VERB
fis-4833	1	59	university	university	NOUN
fis-4833	1	60	,	,	PUNCT
fis-4833	1	61	gujarat	gujarat	PROPN
fis-4833	1	62	,	,	PUNCT
fis-4833	1	63	india	india	PROPN
fis-4833	1	64	sunil.raiyani@nirmauni.ac.in	sunil.raiyani@nirmauni.ac.in	NUM
fis-4833	1	65	,	,	PUNCT
fis-4833	1	66	http://orcid.org/0000-0002-1287-1191	http://orcid.org/0000-0002-1287-1191	NOUN
fis-4833	1	67	paresh.patel@nirmauni.ac.in	paresh.patel@nirmauni.ac.in	NUM
fis-4833	1	68	,	,	PUNCT
fis-4833	1	69	http://orcid.org/0000-0002-2946-2212	http://orcid.org/0000-0002-2946-2212	PROPN
fis-4833	1	70	s	s	PROPN
fis-4833	1	71	suriya	suriya	PROPN
fis-4833	1	72	prakash	prakash	PROPN
fis-4833	1	73	civil	civil	PROPN
fis-4833	1	74	engineering	engineering	PROPN
fis-4833	1	75	department	department	PROPN
fis-4833	1	76	,	,	PUNCT
fis-4833	1	77	indian	indian	PROPN
fis-4833	1	78	institute	institute	PROPN
fis-4833	1	79	of	of	ADP
fis-4833	1	80	technology	technology	PROPN
fis-4833	1	81	hyderabad	hyderabad	PROPN
fis-4833	1	82	,	,	PUNCT
fis-4833	1	83	telangana	telangana	PROPN
fis-4833	1	84	,	,	PUNCT
fis-4833	1	85	india	india	PROPN
fis-4833	1	86	suriyap@ce.iith.ac.in	suriyap@ce.iith.ac.in	PROPN
fis-4833	1	87	,	,	PUNCT
fis-4833	1	88	http://orcid.org/0000-0003-0319-1773	http://orcid.org/0000-0003-0319-1773	PROPN
fis-4833	1	89	keywords	keyword	NOUN
fis-4833	1	90	.	.	PUNCT
fis-4833	2	1	compression	compression	NOUN
fis-4833	2	2	behaviour	behaviour	NOUN
fis-4833	2	3	,	,	PUNCT
fis-4833	2	4	partial	partial	ADJ
fis-4833	2	5	wrapping	wrapping	NOUN
fis-4833	2	6	,	,	PUNCT
fis-4833	2	7	stainless	stainless	ADJ
fis-4833	2	8	steel	steel	NOUN
fis-4833	2	9	wire	wire	NOUN
fis-4833	2	10	mesh	mesh	NOUN
fis-4833	2	11	,	,	PUNCT
fis-4833	2	12	concrete	concrete	ADJ
fis-4833	2	13	cylinder	cylinder	NOUN
fis-4833	2	14	,	,	PUNCT
fis-4833	2	15	confinement	confinement	ADJ
fis-4833	2	16	coefficient	coefficient	NOUN
fis-4833	2	17	.	.	PUNCT
fis-4833	3	1	citation	citation	NOUN
fis-4833	3	2	:	:	PUNCT
fis-4833	4	1	raiyani	raiyani	PROPN
fis-4833	4	2	,	,	PUNCT
fis-4833	4	3	s.	s.	PROPN
fis-4833	4	4	d.	d.	PROPN
fis-4833	4	5	,	,	PUNCT
fis-4833	4	6	patel	patel	PROPN
fis-4833	4	7	,	,	PUNCT
fis-4833	4	8	p.	p.	NOUN
fis-4833	4	9	v.	v.	PROPN
fis-4833	4	10	,	,	PUNCT
fis-4833	4	11	s	s	PROPN
fis-4833	4	12	suriya	suriya	PROPN
fis-4833	4	13	prakash	prakash	PROPN
fis-4833	4	14	,	,	PUNCT
fis-4833	4	15	effectiveness	effectiveness	NOUN
fis-4833	4	16	of	of	ADP
fis-4833	4	17	partial	partial	ADJ
fis-4833	4	18	wrapping	wrapping	NOUN
fis-4833	4	19	of	of	ADP
fis-4833	4	20	stainless	stainless	ADJ
fis-4833	4	21	steel	steel	NOUN
fis-4833	4	22	wire	wire	NOUN
fis-4833	4	23	mesh	mesh	NOUN
fis-4833	4	24	on	on	ADP
fis-4833	4	25	compression	compression	NOUN
fis-4833	4	26	behavior	behavior	NOUN
fis-4833	4	27	of	of	ADP
fis-4833	4	28	concrete	concrete	ADJ
fis-4833	4	29	cylinders	cylinder	NOUN
fis-4833	4	30	,	,	PUNCT
fis-4833	4	31	frattura	frattura	PROPN
fis-4833	4	32	ed	ed	PROPN
fis-4833	4	33	integrità	integrità	PROPN
fis-4833	4	34	strutturale	strutturale	PROPN
fis-4833	4	35	,	,	PUNCT
fis-4833	4	36	69	69	NUM
fis-4833	4	37	(	(	PUNCT
fis-4833	4	38	2024	2024	NUM
fis-4833	4	39	)	)	PUNCT
fis-4833	4	40	71	71	NUM
fis-4833	4	41	-	-	SYM
fis-4833	4	42	88	88	NUM
fis-4833	4	43	.	.	PUNCT
fis-4833	5	1	received	receive	VERB
fis-4833	5	2	:	:	PUNCT
fis-4833	5	3	31.01.2024	31.01.2024	NUM
fis-4833	5	4	accepted	accept	VERB
fis-4833	5	5	:	:	PUNCT
fis-4833	5	6	08.04.2024	08.04.2024	NOUN
fis-4833	5	7	published	publish	VERB
fis-4833	5	8	:	:	PUNCT
fis-4833	5	9	20.04.2024	20.04.2024	NUM
fis-4833	5	10	issue	issue	NOUN
fis-4833	5	11	:	:	PUNCT
fis-4833	5	12	07.2024	07.2024	NUM
fis-4833	5	13	copyright	copyright	NOUN
fis-4833	5	14	:	:	PUNCT
fis-4833	5	15	©	©	PROPN
fis-4833	5	16	2024	2024	NUM
fis-4833	5	17	this	this	PRON
fis-4833	5	18	is	be	AUX
fis-4833	5	19	an	an	DET
fis-4833	5	20	open	open	ADJ
fis-4833	5	21	access	access	NOUN
fis-4833	5	22	article	article	NOUN
fis-4833	5	23	under	under	ADP
fis-4833	5	24	the	the	DET
fis-4833	5	25	terms	term	NOUN
fis-4833	5	26	of	of	ADP
fis-4833	5	27	the	the	DET
fis-4833	5	28	cc	cc	NOUN
fis-4833	5	29	-	-	PUNCT
fis-4833	5	30	by	by	ADP
fis-4833	5	31	4.0	4.0	NUM
fis-4833	5	32	,	,	PUNCT
fis-4833	5	33	which	which	PRON
fis-4833	5	34	permits	permit	VERB
fis-4833	5	35	unrestricted	unrestricted	ADJ
fis-4833	5	36	use	use	NOUN
fis-4833	5	37	,	,	PUNCT
fis-4833	5	38	distribution	distribution	NOUN
fis-4833	5	39	,	,	PUNCT
fis-4833	5	40	and	and	CCONJ
fis-4833	5	41	reproduction	reproduction	NOUN
fis-4833	5	42	in	in	ADP
fis-4833	5	43	any	any	DET
fis-4833	5	44	medium	medium	NOUN
fis-4833	5	45	,	,	PUNCT
fis-4833	5	46	provided	provide	VERB
fis-4833	5	47	the	the	DET
fis-4833	5	48	original	original	ADJ
fis-4833	5	49	author	author	NOUN
fis-4833	5	50	and	and	CCONJ
fis-4833	5	51	source	source	NOUN
fis-4833	5	52	are	be	AUX
fis-4833	5	53	credited	credit	VERB
fis-4833	5	54	.	.	PUNCT
fis-4833	6	1	introduction	introduction	NOUN
fis-4833	6	2	iber	iber	NOUN
fis-4833	6	3	reinforced	reinforce	VERB
fis-4833	6	4	polymer	polymer	NOUN
fis-4833	6	5	(	(	PUNCT
fis-4833	6	6	frp	frp	PROPN
fis-4833	6	7	)	)	PUNCT
fis-4833	6	8	composites	composite	NOUN
fis-4833	6	9	are	be	AUX
fis-4833	6	10	commonly	commonly	ADV
fis-4833	6	11	used	use	VERB
fis-4833	6	12	to	to	PART
fis-4833	6	13	strengthen	strengthen	VERB
fis-4833	6	14	concrete	concrete	ADJ
fis-4833	6	15	structures	structure	NOUN
fis-4833	6	16	due	due	ADJ
fis-4833	6	17	to	to	ADP
fis-4833	6	18	high	high	ADJ
fis-4833	6	19	strength	strength	NOUN
fis-4833	6	20	-	-	PUNCT
fis-4833	6	21	to	to	ADP
fis-4833	6	22	-	-	PUNCT
fis-4833	6	23	weight	weight	NOUN
fis-4833	6	24	ratio	ratio	NOUN
fis-4833	6	25	,	,	PUNCT
fis-4833	6	26	ease	ease	NOUN
fis-4833	6	27	of	of	ADP
fis-4833	6	28	installation	installation	NOUN
fis-4833	6	29	and	and	CCONJ
fis-4833	6	30	corrosion	corrosion	NOUN
fis-4833	6	31	resistance	resistance	NOUN
fis-4833	6	32	.	.	PUNCT
fis-4833	7	1	various	various	ADJ
fis-4833	7	2	types	type	NOUN
fis-4833	7	3	of	of	ADP
fis-4833	7	4	frp	frp	PROPN
fis-4833	7	5	composites	composite	NOUN
fis-4833	7	6	,	,	PUNCT
fis-4833	7	7	such	such	ADJ
fis-4833	7	8	as	as	ADP
fis-4833	7	9	glass	glass	NOUN
fis-4833	7	10	fibre	fibre	NOUN
fis-4833	7	11	-	-	PUNCT
fis-4833	7	12	reinforced	reinforce	VERB
fis-4833	7	13	polymer	polymer	NOUN
fis-4833	7	14	(	(	PUNCT
fis-4833	7	15	gfrp	gfrp	PROPN
fis-4833	7	16	)	)	PUNCT
fis-4833	7	17	,	,	PUNCT
fis-4833	7	18	carbon	carbon	NOUN
fis-4833	7	19	fibre	fibre	NOUN
fis-4833	7	20	-	-	PUNCT
fis-4833	7	21	reinforced	reinforce	VERB
fis-4833	7	22	polymer	polymer	NOUN
fis-4833	7	23	(	(	PUNCT
fis-4833	7	24	cfrp	cfrp	NOUN
fis-4833	7	25	)	)	PUNCT
fis-4833	7	26	,	,	PUNCT
fis-4833	7	27	and	and	CCONJ
fis-4833	7	28	armid	armid	PROPN
fis-4833	7	29	fibre	fibre	NOUN
fis-4833	7	30	-	-	PUNCT
fis-4833	7	31	reinforced	reinforce	VERB
fis-4833	7	32	polymer	polymer	NOUN
fis-4833	7	33	(	(	PUNCT
fis-4833	7	34	afrp	afrp	PROPN
fis-4833	7	35	)	)	PUNCT
fis-4833	7	36	,	,	PUNCT
fis-4833	7	37	are	be	AUX
fis-4833	7	38	being	be	AUX
fis-4833	7	39	used	use	VERB
fis-4833	7	40	as	as	ADP
fis-4833	7	41	strengthening	strengthen	VERB
fis-4833	7	42	materials	material	NOUN
fis-4833	7	43	.	.	PUNCT
fis-4833	8	1	jahami	jahami	PROPN
fis-4833	8	2	et	et	PROPN
fis-4833	8	3	al	al	PROPN
fis-4833	8	4	.	.	PUNCT
fis-4833	9	1	[	[	X
fis-4833	9	2	1	1	NUM
fis-4833	9	3	,	,	PUNCT
fis-4833	9	4	2	2	NUM
fis-4833	9	5	]	]	PUNCT
fis-4833	9	6	studied	study	VERB
fis-4833	9	7	numerically	numerically	ADV
fis-4833	9	8	the	the	DET
fis-4833	9	9	effect	effect	NOUN
fis-4833	9	10	of	of	ADP
fis-4833	9	11	using	use	VERB
fis-4833	9	12	cfrp	cfrp	NOUN
fis-4833	9	13	as	as	ADP
fis-4833	9	14	a	a	DET
fis-4833	9	15	strengthening	strengthening	NOUN
fis-4833	9	16	technique	technique	NOUN
fis-4833	9	17	for	for	ADP
fis-4833	9	18	reinforced	reinforce	VERB
fis-4833	9	19	concrete	concrete	NOUN
fis-4833	9	20	(	(	PUNCT
fis-4833	9	21	rc	rc	NOUN
fis-4833	9	22	)	)	PUNCT
fis-4833	9	23	beams	beam	NOUN
fis-4833	9	24	subjected	subject	VERB
fis-4833	9	25	to	to	ADP
fis-4833	9	26	blast	blast	NOUN
fis-4833	9	27	loading	loading	NOUN
fis-4833	9	28	.	.	PUNCT
fis-4833	10	1	the	the	DET
fis-4833	10	2	authors	author	NOUN
fis-4833	10	3	found	find	VERB
fis-4833	10	4	that	that	SCONJ
fis-4833	10	5	using	use	VERB
fis-4833	10	6	f	f	PROPN
fis-4833	10	7	https://youtu.be/ior8xulaic4	https://youtu.be/ior8xulaic4	PROPN
fis-4833	10	8	s.	s.	PROPN
fis-4833	10	9	d.	d.	PROPN
fis-4833	10	10	raiyani	raiyani	PROPN
fis-4833	10	11	et	et	PROPN
fis-4833	10	12	alii	alii	PROPN
fis-4833	10	13	,	,	PUNCT
fis-4833	10	14	frattura	frattura	PROPN
fis-4833	10	15	ed	ed	PROPN
fis-4833	10	16	integrità	integrità	PROPN
fis-4833	10	17	strutturale	strutturale	PROPN
fis-4833	10	18	,	,	PUNCT
fis-4833	10	19	69	69	NUM
fis-4833	10	20	(	(	PUNCT
fis-4833	10	21	2024	2024	NUM
fis-4833	10	22	)	)	PUNCT
fis-4833	10	23	71	71	NUM
fis-4833	10	24	-	-	SYM
fis-4833	10	25	88	88	NUM
fis-4833	10	26	;	;	PUNCT
fis-4833	10	27	doi	doi	NOUN
fis-4833	10	28	:	:	PUNCT
fis-4833	10	29	10.3221	10.3221	NUM
fis-4833	10	30	/	/	SYM
fis-4833	10	31	igf	igf	PROPN
fis-4833	10	32	-	-	PUNCT
fis-4833	10	33	esis.69.06	esis.69.06	NOUN
fis-4833	10	34	72	72	NUM
fis-4833	10	35	cfrp	cfrp	NOUN
fis-4833	10	36	enhances	enhance	VERB
fis-4833	10	37	load	load	NOUN
fis-4833	10	38	carry	carry	VERB
fis-4833	10	39	capacity	capacity	NOUN
fis-4833	10	40	and	and	CCONJ
fis-4833	10	41	energy	energy	NOUN
fis-4833	10	42	absorption	absorption	NOUN
fis-4833	10	43	as	as	ADV
fis-4833	10	44	well	well	ADV
fis-4833	10	45	as	as	ADP
fis-4833	10	46	reduces	reduce	VERB
fis-4833	10	47	central	central	ADJ
fis-4833	10	48	deflection	deflection	NOUN
fis-4833	10	49	and	and	CCONJ
fis-4833	10	50	tensile	tensile	NOUN
fis-4833	10	51	strain	strain	NOUN
fis-4833	10	52	of	of	ADP
fis-4833	10	53	reinforcements	reinforcement	NOUN
fis-4833	10	54	.	.	PUNCT
fis-4833	11	1	stainless	stainless	ADJ
fis-4833	11	2	steel	steel	PROPN
fis-4833	11	3	wire	wire	NOUN
fis-4833	11	4	mesh	mesh	NOUN
fis-4833	11	5	(	(	PUNCT
fis-4833	11	6	sswm	sswm	NOUN
fis-4833	11	7	)	)	PUNCT
fis-4833	11	8	has	have	AUX
fis-4833	11	9	recently	recently	ADV
fis-4833	11	10	been	be	AUX
fis-4833	11	11	explored	explore	VERB
fis-4833	11	12	as	as	ADP
fis-4833	11	13	an	an	DET
fis-4833	11	14	alternative	alternative	NOUN
fis-4833	11	15	to	to	ADP
fis-4833	11	16	frp	frp	PROPN
fis-4833	11	17	to	to	PART
fis-4833	11	18	strengthen	strengthen	VERB
fis-4833	11	19	concrete	concrete	ADJ
fis-4833	11	20	structural	structural	ADJ
fis-4833	11	21	elements	element	NOUN
fis-4833	11	22	.	.	PUNCT
fis-4833	12	1	as	as	SCONJ
fis-4833	12	2	sswm	sswm	NOUN
fis-4833	12	3	is	be	AUX
fis-4833	12	4	a	a	DET
fis-4833	12	5	locally	locally	ADV
fis-4833	12	6	available	available	ADJ
fis-4833	12	7	material	material	NOUN
fis-4833	12	8	at	at	ADP
fis-4833	12	9	a	a	DET
fis-4833	12	10	lower	low	ADJ
fis-4833	12	11	cost	cost	NOUN
fis-4833	12	12	as	as	SCONJ
fis-4833	12	13	compared	compare	VERB
fis-4833	12	14	to	to	ADP
fis-4833	12	15	frp	frp	PROPN
fis-4833	12	16	,	,	PUNCT
fis-4833	12	17	strengthening	strengthen	VERB
fis-4833	12	18	of	of	ADP
fis-4833	12	19	concrete	concrete	ADJ
fis-4833	12	20	structures	structure	NOUN
fis-4833	12	21	using	use	VERB
fis-4833	12	22	sswm	sswm	NOUN
fis-4833	12	23	will	will	AUX
fis-4833	12	24	prove	prove	VERB
fis-4833	12	25	to	to	PART
fis-4833	12	26	be	be	AUX
fis-4833	12	27	cost	cost	NOUN
fis-4833	12	28	-	-	PUNCT
fis-4833	12	29	effective	effective	ADJ
fis-4833	12	30	.	.	PUNCT
fis-4833	13	1	wrapping	wrapping	NOUN
fis-4833	13	2	of	of	ADP
fis-4833	13	3	frp	frp	PROPN
fis-4833	13	4	and	and	CCONJ
fis-4833	13	5	sswm	sswm	NOUN
fis-4833	13	6	around	around	ADP
fis-4833	13	7	concrete	concrete	ADJ
fis-4833	13	8	cylinder	cylinder	NOUN
fis-4833	13	9	provides	provide	VERB
fis-4833	13	10	effective	effective	ADJ
fis-4833	13	11	confinement	confinement	NOUN
fis-4833	13	12	and	and	CCONJ
fis-4833	13	13	enhances	enhance	VERB
fis-4833	13	14	compressive	compressive	ADJ
fis-4833	13	15	strength	strength	NOUN
fis-4833	13	16	.	.	PUNCT
fis-4833	14	1	numerous	numerous	ADJ
fis-4833	14	2	studies	study	NOUN
fis-4833	14	3	have	have	AUX
fis-4833	14	4	been	be	AUX
fis-4833	14	5	conducted	conduct	VERB
fis-4833	14	6	on	on	ADP
fis-4833	14	7	the	the	DET
fis-4833	14	8	compressive	compressive	ADJ
fis-4833	14	9	behaviour	behaviour	NOUN
fis-4833	14	10	of	of	ADP
fis-4833	14	11	concrete	concrete	ADJ
fis-4833	14	12	cylinders	cylinder	NOUN
fis-4833	14	13	partially	partially	ADV
fis-4833	14	14	confined	confine	VERB
fis-4833	14	15	using	use	VERB
fis-4833	14	16	frp	frp	PROPN
fis-4833	14	17	composites	composite	NOUN
fis-4833	14	18	.	.	PUNCT
fis-4833	15	1	the	the	DET
fis-4833	15	2	cfrp	cfrp	NOUN
fis-4833	15	3	,	,	PUNCT
fis-4833	15	4	gfrp	gfrp	PROPN
fis-4833	15	5	,	,	PUNCT
fis-4833	15	6	and	and	CCONJ
fis-4833	15	7	afrp	afrp	PROPN
fis-4833	15	8	composites	composite	NOUN
fis-4833	15	9	effectively	effectively	ADV
fis-4833	15	10	enhanced	enhance	VERB
fis-4833	15	11	the	the	DET
fis-4833	15	12	compressive	compressive	ADJ
fis-4833	15	13	strength	strength	NOUN
fis-4833	15	14	and	and	CCONJ
fis-4833	15	15	ductility	ductility	NOUN
fis-4833	15	16	of	of	ADP
fis-4833	15	17	concrete	concrete	ADJ
fis-4833	15	18	cylinders	cylinder	NOUN
fis-4833	15	19	.	.	PUNCT
fis-4833	16	1	the	the	DET
fis-4833	16	2	cfrp	cfrp	NOUN
fis-4833	16	3	-	-	PUNCT
fis-4833	16	4	confined	confine	VERB
fis-4833	16	5	concrete	concrete	ADJ
fis-4833	16	6	cylinders	cylinder	NOUN
fis-4833	16	7	had	have	VERB
fis-4833	16	8	the	the	DET
fis-4833	16	9	highest	high	ADJ
fis-4833	16	10	strength	strength	NOUN
fis-4833	16	11	and	and	CCONJ
fis-4833	16	12	ductility	ductility	NOUN
fis-4833	16	13	,	,	PUNCT
fis-4833	16	14	followed	follow	VERB
fis-4833	16	15	by	by	ADP
fis-4833	16	16	afrp	afrp	PROPN
fis-4833	16	17	and	and	CCONJ
fis-4833	16	18	gfrp	gfrp	PROPN
fis-4833	16	19	-	-	PUNCT
fis-4833	16	20	confined	confine	VERB
fis-4833	16	21	concrete	concrete	ADJ
fis-4833	16	22	cylinders	cylinder	NOUN
fis-4833	16	23	[	[	X
fis-4833	16	24	3	3	NUM
fis-4833	16	25	,	,	PUNCT
fis-4833	16	26	4	4	NUM
fis-4833	16	27	]	]	PUNCT
fis-4833	16	28	.	.	PUNCT
fis-4833	17	1	wang	wang	PROPN
fis-4833	17	2	et	et	PROPN
fis-4833	17	3	al	al	PROPN
fis-4833	17	4	.	.	PUNCT
fis-4833	18	1	[	[	X
fis-4833	18	2	5	5	NUM
fis-4833	18	3	]	]	PUNCT
fis-4833	18	4	tested	test	VERB
fis-4833	18	5	circular	circular	ADJ
fis-4833	18	6	concrete	concrete	ADJ
fis-4833	18	7	cylinders	cylinder	NOUN
fis-4833	18	8	confined	confine	VERB
fis-4833	18	9	with	with	ADP
fis-4833	18	10	cfrp	cfrp	NOUN
fis-4833	18	11	sheets	sheet	NOUN
fis-4833	18	12	.	.	PUNCT
fis-4833	19	1	they	they	PRON
fis-4833	19	2	found	find	VERB
fis-4833	19	3	that	that	SCONJ
fis-4833	19	4	the	the	DET
fis-4833	19	5	peak	peak	NOUN
fis-4833	19	6	compressive	compressive	ADJ
fis-4833	19	7	strength	strength	NOUN
fis-4833	19	8	of	of	ADP
fis-4833	19	9	the	the	DET
fis-4833	19	10	cylinders	cylinder	NOUN
fis-4833	19	11	increased	increase	VERB
fis-4833	19	12	with	with	ADP
fis-4833	19	13	an	an	DET
fis-4833	19	14	increase	increase	NOUN
fis-4833	19	15	in	in	ADP
fis-4833	19	16	the	the	DET
fis-4833	19	17	number	number	NOUN
fis-4833	19	18	of	of	ADP
fis-4833	19	19	cfrp	cfrp	NOUN
fis-4833	19	20	layers	layer	NOUN
fis-4833	19	21	,	,	PUNCT
fis-4833	19	22	and	and	CCONJ
fis-4833	19	23	the	the	DET
fis-4833	19	24	failure	failure	NOUN
fis-4833	19	25	mode	mode	NOUN
fis-4833	19	26	shifted	shift	VERB
fis-4833	19	27	from	from	ADP
fis-4833	19	28	splitting	splitting	NOUN
fis-4833	19	29	to	to	ADP
fis-4833	19	30	crushing	crush	VERB
fis-4833	19	31	with	with	ADP
fis-4833	19	32	an	an	DET
fis-4833	19	33	increase	increase	NOUN
fis-4833	19	34	in	in	ADP
fis-4833	19	35	the	the	DET
fis-4833	19	36	gap	gap	NOUN
fis-4833	19	37	of	of	ADP
fis-4833	19	38	the	the	DET
fis-4833	19	39	unconfined	unconfined	ADJ
fis-4833	19	40	region	region	NOUN
fis-4833	19	41	.	.	PUNCT
fis-4833	20	1	the	the	DET
fis-4833	20	2	confinement	confinement	PROPN
fis-4833	20	3	effectiveness	effectiveness	NOUN
fis-4833	20	4	decreased	decrease	VERB
fis-4833	20	5	with	with	ADP
fis-4833	20	6	an	an	DET
fis-4833	20	7	increase	increase	NOUN
fis-4833	20	8	in	in	ADP
fis-4833	20	9	the	the	DET
fis-4833	20	10	gap	gap	NOUN
fis-4833	20	11	of	of	ADP
fis-4833	20	12	the	the	DET
fis-4833	20	13	unconfined	unconfined	ADJ
fis-4833	20	14	region	region	NOUN
fis-4833	20	15	.	.	PUNCT
fis-4833	21	1	in	in	ADP
fis-4833	21	2	addition	addition	NOUN
fis-4833	21	3	to	to	ADP
fis-4833	21	4	the	the	DET
fis-4833	21	5	type	type	NOUN
fis-4833	21	6	of	of	ADP
fis-4833	21	7	frp	frp	NOUN
fis-4833	21	8	and	and	CCONJ
fis-4833	21	9	amount	amount	NOUN
fis-4833	21	10	of	of	ADP
fis-4833	21	11	frp	frp	PROPN
fis-4833	21	12	composite	composite	NOUN
fis-4833	21	13	,	,	PUNCT
fis-4833	21	14	the	the	DET
fis-4833	21	15	spacing	spacing	NOUN
fis-4833	21	16	of	of	ADP
fis-4833	21	17	the	the	DET
fis-4833	21	18	frp	frp	PROPN
fis-4833	21	19	strips	strip	NOUN
fis-4833	21	20	has	have	AUX
fis-4833	21	21	also	also	ADV
fis-4833	21	22	been	be	AUX
fis-4833	21	23	found	find	VERB
fis-4833	21	24	to	to	PART
fis-4833	21	25	affect	affect	VERB
fis-4833	21	26	the	the	DET
fis-4833	21	27	compressive	compressive	ADJ
fis-4833	21	28	behaviour	behaviour	NOUN
fis-4833	21	29	of	of	ADP
fis-4833	21	30	partially	partially	ADV
fis-4833	21	31	confined	confine	VERB
fis-4833	21	32	concrete	concrete	ADJ
fis-4833	21	33	cylinders	cylinder	NOUN
fis-4833	21	34	.	.	PUNCT
fis-4833	22	1	xiao	xiao	PROPN
fis-4833	22	2	and	and	CCONJ
fis-4833	22	3	wu	wu	PROPN
fis-4833	23	1	[	[	X
fis-4833	23	2	6	6	NUM
fis-4833	23	3	]	]	PUNCT
fis-4833	23	4	investigated	investigate	VERB
fis-4833	23	5	the	the	DET
fis-4833	23	6	effect	effect	NOUN
fis-4833	23	7	of	of	ADP
fis-4833	23	8	confinement	confinement	ADJ
fis-4833	23	9	ratio	ratio	NOUN
fis-4833	23	10	on	on	ADP
fis-4833	23	11	the	the	DET
fis-4833	23	12	compressive	compressive	ADJ
fis-4833	23	13	behaviour	behaviour	NOUN
fis-4833	23	14	of	of	ADP
fis-4833	23	15	concrete	concrete	ADJ
fis-4833	23	16	cylinders	cylinder	NOUN
fis-4833	23	17	wrapped	wrap	VERB
fis-4833	23	18	with	with	ADP
fis-4833	23	19	cfrp	cfrp	NOUN
fis-4833	23	20	,	,	PUNCT
fis-4833	23	21	besides	besides	SCONJ
fis-4833	23	22	the	the	DET
fis-4833	23	23	effect	effect	NOUN
fis-4833	23	24	of	of	ADP
fis-4833	23	25	the	the	DET
fis-4833	23	26	number	number	NOUN
fis-4833	23	27	of	of	ADP
fis-4833	23	28	frp	frp	PROPN
fis-4833	23	29	layers	layer	NOUN
fis-4833	23	30	.	.	PUNCT
fis-4833	24	1	the	the	DET
fis-4833	24	2	authors	author	NOUN
fis-4833	24	3	found	find	VERB
fis-4833	24	4	that	that	SCONJ
fis-4833	24	5	the	the	DET
fis-4833	24	6	ultimate	ultimate	ADJ
fis-4833	24	7	strength	strength	NOUN
fis-4833	24	8	and	and	CCONJ
fis-4833	24	9	strain	strain	NOUN
fis-4833	24	10	increased	increase	VERB
fis-4833	24	11	with	with	ADP
fis-4833	24	12	an	an	DET
fis-4833	24	13	increase	increase	NOUN
fis-4833	24	14	in	in	ADP
fis-4833	24	15	the	the	DET
fis-4833	24	16	number	number	NOUN
fis-4833	24	17	of	of	ADP
fis-4833	24	18	cfrp	cfrp	NOUN
fis-4833	24	19	layers	layer	NOUN
fis-4833	24	20	,	,	PUNCT
fis-4833	24	21	but	but	CCONJ
fis-4833	24	22	the	the	DET
fis-4833	24	23	increase	increase	NOUN
fis-4833	24	24	was	be	AUX
fis-4833	24	25	not	not	PART
fis-4833	24	26	directly	directly	ADV
fis-4833	24	27	proportional	proportional	ADJ
fis-4833	24	28	.	.	PUNCT
fis-4833	25	1	they	they	PRON
fis-4833	25	2	also	also	ADV
fis-4833	25	3	observed	observe	VERB
fis-4833	25	4	that	that	SCONJ
fis-4833	25	5	the	the	DET
fis-4833	25	6	confinement	confinement	ADJ
fis-4833	25	7	effectiveness	effectiveness	NOUN
fis-4833	25	8	decreased	decrease	VERB
fis-4833	25	9	with	with	ADP
fis-4833	25	10	the	the	DET
fis-4833	25	11	increased	increase	VERB
fis-4833	25	12	unconfined	unconfined	ADJ
fis-4833	25	13	concrete	concrete	ADJ
fis-4833	25	14	region	region	NOUN
fis-4833	25	15	.	.	PUNCT
fis-4833	26	1	the	the	DET
fis-4833	26	2	authors	author	NOUN
fis-4833	26	3	suggested	suggest	VERB
fis-4833	26	4	the	the	DET
fis-4833	26	5	optimal	optimal	ADJ
fis-4833	26	6	confinement	confinement	ADJ
fis-4833	26	7	ratio	ratio	NOUN
fis-4833	26	8	for	for	ADP
fis-4833	26	9	partially	partially	ADV
fis-4833	26	10	wrapped	wrap	VERB
fis-4833	26	11	cylinders	cylinder	NOUN
fis-4833	26	12	between	between	ADP
fis-4833	26	13	0.2	0.2	NUM
fis-4833	26	14	and	and	CCONJ
fis-4833	26	15	0.3	0.3	NUM
fis-4833	26	16	.	.	PUNCT
fis-4833	27	1	the	the	DET
fis-4833	27	2	confinement	confinement	ADJ
fis-4833	27	3	coefficient	coefficient	NOUN
fis-4833	27	4	is	be	AUX
fis-4833	27	5	varying	vary	VERB
fis-4833	27	6	for	for	ADP
fis-4833	27	7	different	different	ADJ
fis-4833	27	8	materials	material	NOUN
fis-4833	27	9	[	[	X
fis-4833	27	10	7,8,9,10,11,12	7,8,9,10,11,12	NUM
fis-4833	27	11	]	]	PUNCT
fis-4833	27	12	.	.	PUNCT
fis-4833	28	1	based	base	VERB
fis-4833	28	2	on	on	ADP
fis-4833	28	3	experimental	experimental	ADJ
fis-4833	28	4	evidence	evidence	NOUN
fis-4833	28	5	,	,	PUNCT
fis-4833	28	6	iyengar	iyengar	NOUN
fis-4833	28	7	et	et	PROPN
fis-4833	28	8	al	al	PROPN
fis-4833	28	9	.	.	PUNCT
fis-4833	29	1	[	[	X
fis-4833	29	2	10	10	NUM
fis-4833	29	3	]	]	PUNCT
fis-4833	29	4	demonstrated	demonstrate	VERB
fis-4833	29	5	the	the	DET
fis-4833	29	6	effectiveness	effectiveness	NOUN
fis-4833	29	7	of	of	ADP
fis-4833	29	8	steel	steel	NOUN
fis-4833	29	9	spiral	spiral	ADJ
fis-4833	29	10	confinement	confinement	NOUN
fis-4833	29	11	when	when	SCONJ
fis-4833	29	12	their	their	PRON
fis-4833	29	13	pitch	pitch	NOUN
fis-4833	29	14	was	be	AUX
fis-4833	29	15	less	less	ADJ
fis-4833	29	16	than	than	ADP
fis-4833	29	17	least	least	ADJ
fis-4833	29	18	lateral	lateral	ADJ
fis-4833	29	19	dimension	dimension	NOUN
fis-4833	29	20	of	of	ADP
fis-4833	29	21	a	a	DET
fis-4833	29	22	normal	normal	ADJ
fis-4833	29	23	-	-	PUNCT
fis-4833	29	24	strength	strength	NOUN
fis-4833	29	25	concrete	concrete	ADJ
fis-4833	29	26	cylinder	cylinder	NOUN
fis-4833	29	27	.	.	PUNCT
fis-4833	30	1	martinez	martinez	PROPN
fis-4833	30	2	et	et	PROPN
fis-4833	30	3	al	al	PROPN
fis-4833	30	4	.	.	PUNCT
fis-4833	31	1	[	[	X
fis-4833	31	2	11	11	NUM
fis-4833	31	3	]	]	PUNCT
fis-4833	31	4	showed	show	VERB
fis-4833	31	5	the	the	DET
fis-4833	31	6	same	same	ADJ
fis-4833	31	7	behaviour	behaviour	NOUN
fis-4833	31	8	for	for	SCONJ
fis-4833	31	9	spirals	spiral	NOUN
fis-4833	31	10	steel	steel	NOUN
fis-4833	31	11	cord	cord	NOUN
fis-4833	31	12	confined	confine	VERB
fis-4833	31	13	high	high	ADJ
fis-4833	31	14	-	-	PUNCT
fis-4833	31	15	strength	strength	NOUN
fis-4833	31	16	concrete	concrete	NOUN
fis-4833	31	17	.	.	PUNCT
fis-4833	32	1	a	a	DET
fis-4833	32	2	confinement	confinement	ADJ
fis-4833	32	3	coefficient	coefficient	NOUN
fis-4833	32	4	in	in	ADP
fis-4833	32	5	terms	term	NOUN
fis-4833	32	6	of	of	ADP
fis-4833	32	7	a	a	DET
fis-4833	32	8	linear	linear	ADJ
fis-4833	32	9	relationship	relationship	NOUN
fis-4833	32	10	(	(	PUNCT
fis-4833	32	11	1	1	NUM
fis-4833	32	12	-	-	PUNCT
fis-4833	32	13	ps/2r	ps/2r	NOUN
fis-4833	32	14	)	)	PUNCT
fis-4833	32	15	is	be	AUX
fis-4833	32	16	suggested	suggest	VERB
fis-4833	32	17	,	,	PUNCT
fis-4833	32	18	where	where	SCONJ
fis-4833	32	19	'	'	PUNCT
fis-4833	32	20	ps	ps	INTJ
fis-4833	32	21	'	'	PUNCT
fis-4833	32	22	is	be	AUX
fis-4833	32	23	the	the	DET
fis-4833	32	24	spacing	spacing	NOUN
fis-4833	32	25	between	between	ADP
fis-4833	32	26	two	two	NUM
fis-4833	32	27	spirals	spiral	NOUN
fis-4833	32	28	of	of	ADP
fis-4833	32	29	steel	steel	NOUN
fis-4833	32	30	cord	cord	NOUN
fis-4833	32	31	,	,	PUNCT
fis-4833	32	32	and	and	CCONJ
fis-4833	32	33	r	r	NOUN
fis-4833	32	34	represents	represent	VERB
fis-4833	32	35	the	the	DET
fis-4833	32	36	radius	radius	NOUN
fis-4833	32	37	of	of	ADP
fis-4833	32	38	a	a	DET
fis-4833	32	39	concrete	concrete	ADJ
fis-4833	32	40	cylinder	cylinder	NOUN
fis-4833	32	41	.	.	PUNCT
fis-4833	33	1	however	however	ADV
fis-4833	33	2	,	,	PUNCT
fis-4833	33	3	different	different	ADJ
fis-4833	33	4	researchers	researcher	NOUN
fis-4833	33	5	[	[	X
fis-4833	33	6	13,14,15,16,17,18	13,14,15,16,17,18	NUM
fis-4833	33	7	]	]	PUNCT
fis-4833	33	8	suggested	suggest	VERB
fis-4833	33	9	that	that	SCONJ
fis-4833	33	10	the	the	DET
fis-4833	33	11	strength	strength	NOUN
fis-4833	33	12	is	be	AUX
fis-4833	33	13	not	not	PART
fis-4833	33	14	directly	directly	ADV
fis-4833	33	15	related	relate	VERB
fis-4833	33	16	to	to	ADP
fis-4833	33	17	the	the	DET
fis-4833	33	18	ps/2r	ps/2r	ADJ
fis-4833	33	19	ratio	ratio	NOUN
fis-4833	33	20	for	for	ADP
fis-4833	33	21	confined	confine	VERB
fis-4833	33	22	concrete	concrete	NOUN
fis-4833	33	23	.	.	PUNCT
fis-4833	34	1	as	as	ADP
fis-4833	34	2	a	a	DET
fis-4833	34	3	result	result	NOUN
fis-4833	34	4	,	,	PUNCT
fis-4833	34	5	the	the	DET
fis-4833	34	6	confinement	confinement	ADJ
fis-4833	34	7	effectiveness	effectiveness	NOUN
fis-4833	34	8	coefficient	coefficient	NOUN
fis-4833	34	9	predicted	predict	VERB
fis-4833	34	10	by	by	ADP
fis-4833	34	11	martinez	martinez	PROPN
fis-4833	34	12	et	et	PROPN
fis-4833	34	13	al	al	PROPN
fis-4833	34	14	.	.	PUNCT
fis-4833	35	1	[	[	X
fis-4833	35	2	11	11	NUM
fis-4833	35	3	]	]	PUNCT
fis-4833	35	4	was	be	AUX
fis-4833	35	5	erroneous	erroneous	ADJ
fis-4833	35	6	.	.	PUNCT
fis-4833	36	1	sheikh	sheikh	NOUN
fis-4833	36	2	and	and	CCONJ
fis-4833	36	3	uzumeri	uzumeri	ADJ
fis-4833	36	4	[	[	X
fis-4833	36	5	12	12	NUM
fis-4833	36	6	]	]	PUNCT
fis-4833	36	7	considered	consider	VERB
fis-4833	36	8	the	the	DET
fis-4833	36	9	parabolic	parabolic	NOUN
fis-4833	36	10	arching	arch	VERB
fis-4833	36	11	action	action	NOUN
fis-4833	36	12	to	to	PART
fis-4833	36	13	separate	separate	VERB
fis-4833	36	14	the	the	DET
fis-4833	36	15	two	two	NUM
fis-4833	36	16	adjacent	adjacent	ADJ
fis-4833	36	17	confined	confine	VERB
fis-4833	36	18	and	and	CCONJ
fis-4833	36	19	unconfined	unconfined	ADJ
fis-4833	36	20	concrete	concrete	ADJ
fis-4833	36	21	portions	portion	NOUN
fis-4833	36	22	.	.	PUNCT
fis-4833	37	1	a	a	DET
fis-4833	37	2	confinement	confinement	ADJ
fis-4833	37	3	coefficient	coefficient	NOUN
fis-4833	37	4	(	(	PUNCT
fis-4833	37	5	1	1	NUM
fis-4833	37	6	-	-	PUNCT
fis-4833	37	7	ps	ps	NOUN
fis-4833	37	8	tanβ/4r)2	tanβ/4r)2	NOUN
fis-4833	37	9	for	for	ADP
fis-4833	37	10	concrete	concrete	ADJ
fis-4833	37	11	confined	confine	VERB
fis-4833	37	12	by	by	ADP
fis-4833	37	13	steel	steel	NOUN
fis-4833	37	14	spirals	spiral	NOUN
fis-4833	37	15	was	be	AUX
fis-4833	37	16	suggested	suggest	VERB
fis-4833	37	17	based	base	VERB
fis-4833	37	18	on	on	ADP
fis-4833	37	19	this	this	DET
fis-4833	37	20	assumption	assumption	NOUN
fis-4833	37	21	.	.	PUNCT
fis-4833	38	1	regression	regression	NOUN
fis-4833	38	2	analysis	analysis	NOUN
fis-4833	38	3	was	be	AUX
fis-4833	38	4	carried	carry	VERB
fis-4833	38	5	out	out	ADP
fis-4833	38	6	on	on	ADP
fis-4833	38	7	experimental	experimental	ADJ
fis-4833	38	8	results	result	NOUN
fis-4833	38	9	to	to	PART
fis-4833	38	10	calculate	calculate	VERB
fis-4833	38	11	arched	arched	ADJ
fis-4833	38	12	angle	angle	NOUN
fis-4833	38	13	β	β	PROPN
fis-4833	38	14	as	as	ADP
fis-4833	38	15	45	45	NUM
fis-4833	38	16	°	°	NOUN
fis-4833	38	17	.	.	PUNCT
fis-4833	39	1	the	the	DET
fis-4833	39	2	arched	arched	ADJ
fis-4833	39	3	angle	angle	NOUN
fis-4833	39	4	β	β	X
fis-4833	39	5	can	can	AUX
fis-4833	39	6	greatly	greatly	ADV
fis-4833	39	7	impact	impact	VERB
fis-4833	39	8	the	the	DET
fis-4833	39	9	coefficient	coefficient	NOUN
fis-4833	39	10	when	when	SCONJ
fis-4833	39	11	concrete	concrete	ADJ
fis-4833	39	12	is	be	AUX
fis-4833	39	13	enclosed	enclose	VERB
fis-4833	39	14	with	with	ADP
fis-4833	39	15	diagonal	diagonal	ADJ
fis-4833	39	16	confinement	confinement	NOUN
fis-4833	39	17	.	.	PUNCT
fis-4833	40	1	after	after	ADP
fis-4833	40	2	observing	observe	VERB
fis-4833	40	3	the	the	DET
fis-4833	40	4	experiments	experiment	NOUN
fis-4833	40	5	and	and	CCONJ
fis-4833	40	6	reviewing	review	VERB
fis-4833	40	7	the	the	DET
fis-4833	40	8	literature	literature	NOUN
fis-4833	40	9	,	,	PUNCT
fis-4833	40	10	it	it	PRON
fis-4833	40	11	is	be	AUX
fis-4833	40	12	recommended	recommend	VERB
fis-4833	40	13	that	that	SCONJ
fis-4833	40	14	the	the	DET
fis-4833	40	15	arch	arch	ADJ
fis-4833	40	16	action	action	NOUN
fis-4833	40	17	be	be	AUX
fis-4833	40	18	adapted	adapt	VERB
fis-4833	40	19	for	for	ADP
fis-4833	40	20	partially	partially	ADV
fis-4833	40	21	frp	frp	PROPN
fis-4833	40	22	-	-	PUNCT
fis-4833	40	23	confined	confine	VERB
fis-4833	40	24	concrete	concrete	NOUN
fis-4833	40	25	.	.	PUNCT
fis-4833	41	1	several	several	ADJ
fis-4833	41	2	models	model	NOUN
fis-4833	41	3	have	have	AUX
fis-4833	41	4	been	be	AUX
fis-4833	41	5	suggested	suggest	VERB
fis-4833	41	6	to	to	PART
fis-4833	41	7	predict	predict	VERB
fis-4833	41	8	the	the	DET
fis-4833	41	9	strength	strength	NOUN
fis-4833	41	10	and	and	CCONJ
fis-4833	41	11	ductility	ductility	NOUN
fis-4833	41	12	of	of	ADP
fis-4833	41	13	partially	partially	ADV
fis-4833	41	14	frp	frp	PROPN
fis-4833	41	15	-	-	PUNCT
fis-4833	41	16	confined	confine	VERB
fis-4833	41	17	cylinders	cylinder	NOUN
fis-4833	41	18	,	,	PUNCT
fis-4833	41	19	considering	consider	VERB
fis-4833	41	20	the	the	DET
fis-4833	41	21	different	different	ADJ
fis-4833	41	22	parameters	parameter	NOUN
fis-4833	41	23	that	that	PRON
fis-4833	41	24	affect	affect	VERB
fis-4833	41	25	the	the	DET
fis-4833	41	26	arching	arch	VERB
fis-4833	41	27	action	action	NOUN
fis-4833	41	28	[	[	X
fis-4833	41	29	16,19,20	16,19,20	NUM
fis-4833	41	30	]	]	X
fis-4833	41	31	.	.	PUNCT
fis-4833	42	1	however	however	ADV
fis-4833	42	2	,	,	PUNCT
fis-4833	42	3	fewer	few	ADJ
fis-4833	42	4	experimental	experimental	ADJ
fis-4833	42	5	results	result	NOUN
fis-4833	42	6	are	be	AUX
fis-4833	42	7	available	available	ADJ
fis-4833	42	8	in	in	ADP
fis-4833	42	9	the	the	DET
fis-4833	42	10	past	past	ADJ
fis-4833	42	11	literature	literature	NOUN
fis-4833	42	12	for	for	ADP
fis-4833	42	13	strengthening	strengthen	VERB
fis-4833	42	14	concrete	concrete	ADJ
fis-4833	42	15	cylinders	cylinder	NOUN
fis-4833	42	16	using	use	VERB
fis-4833	42	17	sswm	sswm	NOUN
fis-4833	42	18	.	.	PUNCT
fis-4833	43	1	kumar	kumar	PROPN
fis-4833	43	2	and	and	CCONJ
fis-4833	43	3	patel	patel	PROPN
fis-4833	43	4	[	[	X
fis-4833	43	5	21,22	21,22	X
fis-4833	43	6	]	]	X
fis-4833	43	7	first	first	ADV
fis-4833	43	8	attempted	attempt	VERB
fis-4833	43	9	to	to	PART
fis-4833	43	10	strengthen	strengthen	VERB
fis-4833	43	11	the	the	DET
fis-4833	43	12	circular	circular	ADJ
fis-4833	43	13	concrete	concrete	ADJ
fis-4833	43	14	column	column	NOUN
fis-4833	43	15	with	with	ADP
fis-4833	43	16	sswm	sswm	NOUN
fis-4833	43	17	by	by	ADP
fis-4833	43	18	keeping	keep	VERB
fis-4833	43	19	variables	variable	NOUN
fis-4833	43	20	such	such	ADJ
fis-4833	43	21	as	as	ADP
fis-4833	43	22	the	the	DET
fis-4833	43	23	grade	grade	NOUN
fis-4833	43	24	of	of	ADP
fis-4833	43	25	concrete	concrete	NOUN
fis-4833	43	26	,	,	PUNCT
fis-4833	43	27	the	the	DET
fis-4833	43	28	height	height	NOUN
fis-4833	43	29	of	of	ADP
fis-4833	43	30	the	the	DET
fis-4833	43	31	specimen	speciman	NOUN
fis-4833	43	32	and	and	CCONJ
fis-4833	43	33	the	the	DET
fis-4833	43	34	number	number	NOUN
fis-4833	43	35	of	of	ADP
fis-4833	43	36	wraps	wrap	NOUN
fis-4833	43	37	.	.	PUNCT
fis-4833	44	1	however	however	ADV
fis-4833	44	2	,	,	PUNCT
fis-4833	44	3	the	the	DET
fis-4833	44	4	literature	literature	NOUN
fis-4833	44	5	is	be	AUX
fis-4833	44	6	silent	silent	ADJ
fis-4833	44	7	when	when	SCONJ
fis-4833	44	8	discussing	discuss	VERB
fis-4833	44	9	the	the	DET
fis-4833	44	10	confinement	confinement	ADJ
fis-4833	44	11	effectiveness	effectiveness	NOUN
fis-4833	44	12	coefficient	coefficient	NOUN
fis-4833	44	13	to	to	PART
fis-4833	44	14	express	express	VERB
fis-4833	44	15	the	the	DET
fis-4833	44	16	behaviour	behaviour	NOUN
fis-4833	44	17	of	of	ADP
fis-4833	44	18	sswm	sswm	NOUN
fis-4833	44	19	confined	confine	VERB
fis-4833	44	20	concrete	concrete	ADJ
fis-4833	44	21	cylinders	cylinder	NOUN
fis-4833	44	22	.	.	PUNCT
fis-4833	45	1	the	the	DET
fis-4833	45	2	present	present	ADJ
fis-4833	45	3	study	study	NOUN
fis-4833	45	4	analyses	analyse	VERB
fis-4833	45	5	the	the	DET
fis-4833	45	6	effectiveness	effectiveness	NOUN
fis-4833	45	7	of	of	ADP
fis-4833	45	8	partial	partial	ADJ
fis-4833	45	9	wrapping	wrapping	NOUN
fis-4833	45	10	of	of	ADP
fis-4833	45	11	sswm	sswm	NOUN
fis-4833	45	12	on	on	ADP
fis-4833	45	13	concrete	concrete	ADJ
fis-4833	45	14	cylinders	cylinder	NOUN
fis-4833	45	15	under	under	ADP
fis-4833	45	16	compressive	compressive	ADJ
fis-4833	45	17	loading	loading	NOUN
fis-4833	45	18	.	.	PUNCT
fis-4833	46	1	as	as	SCONJ
fis-4833	46	2	the	the	DET
fis-4833	46	3	efficiency	efficiency	NOUN
fis-4833	46	4	of	of	ADP
fis-4833	46	5	confinement	confinement	NOUN
fis-4833	46	6	of	of	ADP
fis-4833	46	7	concrete	concrete	NOUN
fis-4833	46	8	is	be	AUX
fis-4833	46	9	maximum	maximum	ADJ
fis-4833	46	10	in	in	ADP
fis-4833	46	11	cylindrical	cylindrical	ADJ
fis-4833	46	12	specimens	specimen	NOUN
fis-4833	46	13	,	,	PUNCT
fis-4833	46	14	in	in	SCONJ
fis-4833	46	15	the	the	DET
fis-4833	46	16	present	present	ADJ
fis-4833	46	17	study	study	NOUN
fis-4833	46	18	cylindrical	cylindrical	ADJ
fis-4833	46	19	concrete	concrete	ADJ
fis-4833	46	20	specimens	specimen	NOUN
fis-4833	46	21	are	be	AUX
fis-4833	46	22	considered	consider	VERB
fis-4833	46	23	.	.	PUNCT
fis-4833	47	1	an	an	DET
fis-4833	47	2	experimental	experimental	ADJ
fis-4833	47	3	program	program	NOUN
fis-4833	47	4	is	be	AUX
fis-4833	47	5	conducted	conduct	VERB
fis-4833	47	6	to	to	PART
fis-4833	47	7	understand	understand	VERB
fis-4833	47	8	the	the	DET
fis-4833	47	9	behaviour	behaviour	NOUN
fis-4833	47	10	of	of	ADP
fis-4833	47	11	partially	partially	ADV
fis-4833	47	12	sswm	sswm	NOUN
fis-4833	47	13	-	-	PUNCT
fis-4833	47	14	confined	confine	VERB
fis-4833	47	15	concrete	concrete	NOUN
fis-4833	47	16	with	with	ADP
fis-4833	47	17	changes	change	NOUN
fis-4833	47	18	in	in	ADP
fis-4833	47	19	the	the	DET
fis-4833	47	20	unconfined	unconfined	ADJ
fis-4833	47	21	concrete	concrete	ADJ
fis-4833	47	22	region	region	NOUN
fis-4833	47	23	between	between	ADP
fis-4833	47	24	sswm	sswm	NOUN
fis-4833	47	25	strips	strip	NOUN
fis-4833	47	26	.	.	PUNCT
fis-4833	48	1	then	then	ADV
fis-4833	48	2	,	,	PUNCT
fis-4833	48	3	the	the	DET
fis-4833	48	4	axial	axial	ADJ
fis-4833	48	5	compressive	compressive	ADJ
fis-4833	48	6	strength	strength	NOUN
fis-4833	48	7	,	,	PUNCT
fis-4833	48	8	as	as	ADV
fis-4833	48	9	well	well	ADV
fis-4833	48	10	as	as	ADP
fis-4833	48	11	the	the	DET
fis-4833	48	12	axial	axial	ADJ
fis-4833	48	13	and	and	CCONJ
fis-4833	48	14	hoop	hoop	NOUN
fis-4833	48	15	strain	strain	NOUN
fis-4833	48	16	behaviour	behaviour	NOUN
fis-4833	48	17	of	of	ADP
fis-4833	48	18	both	both	CCONJ
fis-4833	48	19	the	the	DET
fis-4833	48	20	wrapped	wrap	VERB
fis-4833	48	21	and	and	CCONJ
fis-4833	48	22	unwrapped	unwrapped	ADJ
fis-4833	48	23	region	region	NOUN
fis-4833	48	24	of	of	ADP
fis-4833	48	25	the	the	DET
fis-4833	48	26	concrete	concrete	ADJ
fis-4833	48	27	cylinder	cylinder	NOUN
fis-4833	48	28	,	,	PUNCT
fis-4833	48	29	is	be	AUX
fis-4833	48	30	investigated	investigate	VERB
fis-4833	48	31	.	.	PUNCT
fis-4833	49	1	the	the	DET
fis-4833	49	2	strain	strain	NOUN
fis-4833	49	3	localisation	localisation	NOUN
fis-4833	49	4	is	be	AUX
fis-4833	49	5	studied	study	VERB
fis-4833	49	6	based	base	VERB
fis-4833	49	7	on	on	ADP
fis-4833	49	8	the	the	DET
fis-4833	49	9	failure	failure	NOUN
fis-4833	49	10	pattern	pattern	NOUN
fis-4833	49	11	.	.	PUNCT
fis-4833	50	1	based	base	VERB
fis-4833	50	2	on	on	ADP
fis-4833	50	3	the	the	DET
fis-4833	50	4	present	present	ADJ
fis-4833	50	5	experimental	experimental	ADJ
fis-4833	50	6	data	datum	NOUN
fis-4833	50	7	,	,	PUNCT
fis-4833	50	8	an	an	DET
fis-4833	50	9	effective	effective	ADJ
fis-4833	50	10	confinement	confinement	ADJ
fis-4833	50	11	coefficient	coefficient	NOUN
fis-4833	50	12	is	be	AUX
fis-4833	50	13	proposed	propose	VERB
fis-4833	50	14	for	for	ADP
fis-4833	50	15	estimating	estimate	VERB
fis-4833	50	16	the	the	DET
fis-4833	50	17	compressive	compressive	ADJ
fis-4833	50	18	strength	strength	NOUN
fis-4833	50	19	of	of	ADP
fis-4833	50	20	partially	partially	ADV
fis-4833	50	21	sswm	sswm	NOUN
fis-4833	50	22	-	-	PUNCT
fis-4833	50	23	confined	confine	VERB
fis-4833	50	24	concrete	concrete	NOUN
fis-4833	50	25	.	.	PUNCT
fis-4833	51	1	experimental	experimental	ADJ
fis-4833	51	2	program	program	NOUN
fis-4833	51	3	he	he	PRON
fis-4833	51	4	experimental	experimental	ADJ
fis-4833	51	5	program	program	NOUN
fis-4833	51	6	includes	include	VERB
fis-4833	51	7	the	the	DET
fis-4833	51	8	evaluation	evaluation	NOUN
fis-4833	51	9	of	of	ADP
fis-4833	51	10	the	the	DET
fis-4833	51	11	material	material	NOUN
fis-4833	51	12	properties	property	NOUN
fis-4833	51	13	,	,	PUNCT
fis-4833	51	14	preparation	preparation	NOUN
fis-4833	51	15	of	of	ADP
fis-4833	51	16	test	test	NOUN
fis-4833	51	17	specimens	specimen	NOUN
fis-4833	51	18	,	,	PUNCT
fis-4833	51	19	test	test	NOUN
fis-4833	51	20	setup	setup	NOUN
fis-4833	51	21	,	,	PUNCT
fis-4833	51	22	and	and	CCONJ
fis-4833	51	23	instrumentation	instrumentation	NOUN
fis-4833	51	24	to	to	PART
fis-4833	51	25	measure	measure	VERB
fis-4833	51	26	the	the	DET
fis-4833	51	27	response	response	NOUN
fis-4833	51	28	of	of	ADP
fis-4833	51	29	specimen	speciman	NOUN
fis-4833	51	30	during	during	ADP
fis-4833	51	31	an	an	DET
fis-4833	51	32	experiment	experiment	NOUN
fis-4833	51	33	.	.	PUNCT
fis-4833	52	1	material	material	NOUN
fis-4833	52	2	properties	property	NOUN
fis-4833	52	3	and	and	CCONJ
fis-4833	52	4	specimens	specimen	NOUN
fis-4833	52	5	'	'	PART
fis-4833	52	6	preparation	preparation	NOUN
fis-4833	52	7	the	the	DET
fis-4833	52	8	axial	axial	ADJ
fis-4833	52	9	compression	compression	NOUN
fis-4833	52	10	load	load	NOUN
fis-4833	52	11	is	be	AUX
fis-4833	52	12	applied	apply	VERB
fis-4833	52	13	on	on	ADP
fis-4833	52	14	eighteen	eighteen	NUM
fis-4833	52	15	concrete	concrete	ADJ
fis-4833	52	16	cylindrical	cylindrical	ADJ
fis-4833	52	17	specimens	specimen	NOUN
fis-4833	52	18	with	with	ADP
fis-4833	52	19	dimensions	dimension	NOUN
fis-4833	52	20	of	of	ADP
fis-4833	52	21	150	150	NUM
fis-4833	52	22	mm	mm	NOUN
fis-4833	52	23	in	in	ADP
fis-4833	52	24	diameter	diameter	NOUN
fis-4833	52	25	and	and	CCONJ
fis-4833	52	26	300	300	NUM
fis-4833	52	27	mm	mm	NOUN
fis-4833	52	28	in	in	ADP
fis-4833	52	29	height	height	NOUN
fis-4833	52	30	.	.	PUNCT
fis-4833	53	1	according	accord	VERB
fis-4833	53	2	to	to	ADP
fis-4833	53	3	indian	indian	ADJ
fis-4833	53	4	standard	standard	NOUN
fis-4833	53	5	is	be	AUX
fis-4833	53	6	10262	10262	NUM
fis-4833	53	7	-	-	SYM
fis-4833	53	8	2019	2019	NUM
fis-4833	53	9	[	[	X
fis-4833	53	10	23	23	NUM
fis-4833	53	11	]	]	PUNCT
fis-4833	53	12	,	,	PUNCT
fis-4833	53	13	a	a	DET
fis-4833	53	14	concrete	concrete	ADJ
fis-4833	53	15	mix	mix	NOUN
fis-4833	53	16	design	design	NOUN
fis-4833	53	17	of	of	ADP
fis-4833	53	18	m25	m25	NUM
fis-4833	53	19	grade	grade	NOUN
fis-4833	53	20	is	be	AUX
fis-4833	53	21	prepared	prepare	VERB
fis-4833	53	22	.	.	PUNCT
fis-4833	54	1	the	the	DET
fis-4833	54	2	various	various	ADJ
fis-4833	54	3	materials	material	NOUN
fis-4833	54	4	of	of	ADP
fis-4833	54	5	the	the	DET
fis-4833	54	6	concrete	concrete	ADJ
fis-4833	54	7	mix	mix	NOUN
fis-4833	54	8	are	be	AUX
fis-4833	54	9	tested	test	VERB
fis-4833	54	10	individually	individually	ADV
fis-4833	54	11	as	as	ADP
fis-4833	54	12	per	per	ADP
fis-4833	54	13	relevant	relevant	ADJ
fis-4833	54	14	standards	standard	NOUN
fis-4833	54	15	before	before	ADP
fis-4833	54	16	being	be	AUX
fis-4833	54	17	used	use	VERB
fis-4833	54	18	in	in	ADP
fis-4833	54	19	the	the	DET
fis-4833	54	20	mix	mix	NOUN
fis-4833	54	21	t	t	PROPN
fis-4833	54	22	s.	s.	PROPN
fis-4833	54	23	d.	d.	PROPN
fis-4833	54	24	raiyani	raiyani	PROPN
fis-4833	54	25	et	et	PROPN
fis-4833	54	26	alii	alii	PROPN
fis-4833	54	27	,	,	PUNCT
fis-4833	54	28	frattura	frattura	PROPN
fis-4833	54	29	ed	ed	PROPN
fis-4833	54	30	integrità	integrità	PROPN
fis-4833	54	31	strutturale	strutturale	PROPN
fis-4833	54	32	,	,	PUNCT
fis-4833	54	33	69	69	NUM
fis-4833	54	34	(	(	PUNCT
fis-4833	54	35	2024	2024	NUM
fis-4833	54	36	)	)	PUNCT
fis-4833	54	37	71	71	NUM
fis-4833	54	38	-	-	SYM
fis-4833	54	39	88	88	NUM
fis-4833	54	40	;	;	PUNCT
fis-4833	54	41	doi	doi	NOUN
fis-4833	54	42	:	:	PUNCT
fis-4833	54	43	10.3221	10.3221	NUM
fis-4833	54	44	/	/	SYM
fis-4833	54	45	igf	igf	PROPN
fis-4833	54	46	-	-	PUNCT
fis-4833	54	47	esis.69.06	esis.69.06	NOUN
fis-4833	54	48	73	73	NUM
fis-4833	54	49	design	design	NOUN
fis-4833	54	50	.	.	PUNCT
fis-4833	55	1	the	the	DET
fis-4833	55	2	proportion	proportion	NOUN
fis-4833	55	3	of	of	ADP
fis-4833	55	4	various	various	ADJ
fis-4833	55	5	constituents	constituent	NOUN
fis-4833	55	6	used	use	VERB
fis-4833	55	7	to	to	PART
fis-4833	55	8	prepare	prepare	VERB
fis-4833	55	9	specimens	specimen	NOUN
fis-4833	55	10	is	be	AUX
fis-4833	55	11	shown	show	VERB
fis-4833	55	12	in	in	ADP
fis-4833	55	13	tab	tab	NOUN
fis-4833	55	14	.	.	PUNCT
fis-4833	56	1	1	1	NUM
fis-4833	56	2	.	.	X
fis-4833	56	3	as	as	ADP
fis-4833	56	4	per	per	ADP
fis-4833	56	5	indian	indian	ADJ
fis-4833	56	6	standard	standard	NOUN
fis-4833	56	7	is	be	AUX
fis-4833	56	8	516	516	NUM
fis-4833	56	9	-2021	-2021	NOUN
fis-4833	57	1	[	[	X
fis-4833	57	2	24	24	NUM
fis-4833	57	3	]	]	PUNCT
fis-4833	57	4	,	,	PUNCT
fis-4833	57	5	three	three	NUM
fis-4833	57	6	cylinders	cylinder	NOUN
fis-4833	57	7	are	be	AUX
fis-4833	57	8	tested	test	VERB
fis-4833	57	9	to	to	PART
fis-4833	57	10	measure	measure	VERB
fis-4833	57	11	the	the	DET
fis-4833	57	12	concrete	concrete	ADJ
fis-4833	57	13	compressive	compressive	ADJ
fis-4833	57	14	strength	strength	NOUN
fis-4833	57	15	.	.	PUNCT
fis-4833	58	1	the	the	DET
fis-4833	58	2	average	average	ADJ
fis-4833	58	3	compressive	compressive	ADJ
fis-4833	58	4	strength	strength	NOUN
fis-4833	58	5	of	of	ADP
fis-4833	58	6	the	the	DET
fis-4833	58	7	cylinder	cylinder	NOUN
fis-4833	58	8	at	at	ADP
fis-4833	58	9	28	28	NUM
fis-4833	58	10	days	day	NOUN
fis-4833	58	11	of	of	ADP
fis-4833	58	12	curing	curing	NOUN
fis-4833	58	13	is	be	AUX
fis-4833	58	14	achieved	achieve	VERB
fis-4833	58	15	as	as	ADP
fis-4833	58	16	34.52	34.52	NUM
fis-4833	58	17	mpa	mpa	PROPN
fis-4833	58	18	.	.	PUNCT
fis-4833	59	1	material	material	NOUN
fis-4833	59	2	cement	cement	NOUN
fis-4833	59	3	aggregates	aggregate	NOUN
fis-4833	59	4	water	water	NOUN
fis-4833	59	5	plasticizer	plasticizer	NOUN
fis-4833	59	6	fine	fine	ADJ
fis-4833	59	7	coarse	coarse	NOUN
fis-4833	59	8	quantity	quantity	NOUN
fis-4833	59	9	(	(	PUNCT
fis-4833	59	10	kg	kg	NOUN
fis-4833	59	11	/	/	SYM
fis-4833	59	12	m3	m3	PROPN
fis-4833	59	13	)	)	PUNCT
fis-4833	59	14	339.54	339.54	NUM
fis-4833	59	15	865.62	865.62	NUM
fis-4833	59	16	1031.96	1031.96	NUM
fis-4833	59	17	169.77	169.77	NUM
fis-4833	59	18	2.24	2.24	NUM
fis-4833	59	19	proportion	proportion	NOUN
fis-4833	59	20	1.0	1.0	NUM
fis-4833	59	21	2.6	2.6	NUM
fis-4833	59	22	3.0	3.0	NUM
fis-4833	59	23	0.5	0.5	NUM
fis-4833	59	24	0.007	0.007	NUM
fis-4833	59	25	table	table	NOUN
fis-4833	59	26	1	1	NUM
fis-4833	59	27	:	:	PUNCT
fis-4833	59	28	mixture	mixture	NOUN
fis-4833	59	29	design	design	NOUN
fis-4833	59	30	for	for	ADP
fis-4833	59	31	m25	m25	NUM
fis-4833	59	32	grade	grade	NOUN
fis-4833	59	33	of	of	ADP
fis-4833	59	34	concrete	concrete	NOUN
fis-4833	59	35	.	.	PUNCT
fis-4833	60	1	the	the	DET
fis-4833	60	2	sswm	sswm	NOUN
fis-4833	60	3	is	be	AUX
fis-4833	60	4	chosen	choose	VERB
fis-4833	60	5	for	for	ADP
fis-4833	60	6	strengthening	strengthen	VERB
fis-4833	60	7	cylinders	cylinder	NOUN
fis-4833	60	8	as	as	SCONJ
fis-4833	60	9	it	it	PRON
fis-4833	60	10	can	can	AUX
fis-4833	60	11	provide	provide	VERB
fis-4833	60	12	better	well	ADJ
fis-4833	60	13	ductility	ductility	NOUN
fis-4833	60	14	and	and	CCONJ
fis-4833	60	15	bonding	bonding	NOUN
fis-4833	60	16	behaviour	behaviour	NOUN
fis-4833	60	17	with	with	ADP
fis-4833	60	18	concrete	concrete	ADJ
fis-4833	60	19	materials	material	NOUN
fis-4833	60	20	while	while	SCONJ
fis-4833	60	21	using	use	VERB
fis-4833	60	22	sikadur	sikadur	NOUN
fis-4833	60	23	30lp	30lp	ADJ
fis-4833	60	24	as	as	SCONJ
fis-4833	60	25	compared	compare	VERB
fis-4833	60	26	to	to	ADP
fis-4833	60	27	other	other	ADJ
fis-4833	60	28	strengthening	strengthen	VERB
fis-4833	60	29	materials	material	NOUN
fis-4833	60	30	[	[	X
fis-4833	60	31	21,25,26,27	21,25,26,27	NUM
fis-4833	60	32	]	]	PUNCT
fis-4833	60	33	.	.	PUNCT
fis-4833	61	1	the	the	DET
fis-4833	61	2	plain	plain	ADJ
fis-4833	61	3	weave	weave	NOUN
fis-4833	61	4	sswm	sswm	NOUN
fis-4833	61	5	manufactured	manufacture	VERB
fis-4833	61	6	from	from	ADP
fis-4833	61	7	stainless	stainless	ADJ
fis-4833	61	8	steel	steel	NOUN
fis-4833	61	9	of	of	ADP
fis-4833	61	10	grade	grade	NOUN
fis-4833	61	11	ss304	ss304	PROPN
fis-4833	61	12	with	with	ADP
fis-4833	61	13	a	a	DET
fis-4833	61	14	square	square	ADJ
fis-4833	61	15	opening	opening	NOUN
fis-4833	61	16	of	of	ADP
fis-4833	61	17	0.365	0.365	NUM
fis-4833	61	18	mm	mm	PROPN
fis-4833	61	19	is	be	AUX
fis-4833	61	20	considered	consider	VERB
fis-4833	61	21	for	for	ADP
fis-4833	61	22	the	the	DET
fis-4833	61	23	present	present	ADJ
fis-4833	61	24	study	study	NOUN
fis-4833	61	25	.	.	PUNCT
fis-4833	62	1	the	the	DET
fis-4833	62	2	wire	wire	NOUN
fis-4833	62	3	diameter	diameter	NOUN
fis-4833	62	4	of	of	ADP
fis-4833	62	5	40	40	NUM
fis-4833	62	6	(	(	PUNCT
fis-4833	62	7	mesh	mesh	NOUN
fis-4833	62	8	per	per	ADP
fis-4833	62	9	inch	inch	NOUN
fis-4833	62	10	)	)	PUNCT
fis-4833	62	11	×	×	NOUN
fis-4833	62	12	32	32	NUM
fis-4833	62	13	(	(	PUNCT
fis-4833	62	14	standard	standard	ADJ
fis-4833	62	15	wire	wire	NOUN
fis-4833	62	16	gauge	gauge	NOUN
fis-4833	62	17	)	)	PUNCT
fis-4833	62	18	sswm	sswm	NOUN
fis-4833	62	19	measured	measure	VERB
fis-4833	62	20	using	use	VERB
fis-4833	62	21	the	the	DET
fis-4833	62	22	screw	screw	ADJ
fis-4833	62	23	gauge	gauge	NOUN
fis-4833	62	24	is	be	AUX
fis-4833	62	25	0.27	0.27	NUM
fis-4833	62	26	mm	mm	NOUN
fis-4833	63	1	[	[	X
fis-4833	63	2	28	28	NUM
fis-4833	63	3	]	]	PUNCT
fis-4833	63	4	.	.	PUNCT
fis-4833	64	1	the	the	DET
fis-4833	64	2	mechanical	mechanical	ADJ
fis-4833	64	3	properties	property	NOUN
fis-4833	64	4	of	of	ADP
fis-4833	64	5	sswm	sswm	NOUN
fis-4833	64	6	,	,	PUNCT
fis-4833	64	7	such	such	ADJ
fis-4833	64	8	as	as	ADP
fis-4833	64	9	modulus	modulus	NOUN
fis-4833	64	10	of	of	ADP
fis-4833	64	11	elasticity	elasticity	NOUN
fis-4833	64	12	and	and	CCONJ
fis-4833	64	13	the	the	DET
fis-4833	64	14	tensile	tensile	NOUN
fis-4833	64	15	strength	strength	NOUN
fis-4833	64	16	,	,	PUNCT
fis-4833	64	17	are	be	AUX
fis-4833	64	18	obtained	obtain	VERB
fis-4833	64	19	through	through	ADP
fis-4833	64	20	coupon	coupon	NOUN
fis-4833	64	21	tensile	tensile	NOUN
fis-4833	64	22	test	test	NOUN
fis-4833	64	23	according	accord	VERB
fis-4833	64	24	to	to	ADP
fis-4833	64	25	astm	astm	PROPN
fis-4833	64	26	d3039	d3039	NOUN
fis-4833	64	27	/	/	SYM
fis-4833	64	28	d3039	d3039	NOUN
fis-4833	64	29	m	m	NOUN
fis-4833	64	30	[	[	X
fis-4833	64	31	29	29	NUM
fis-4833	64	32	]	]	PUNCT
fis-4833	64	33	and	and	CCONJ
fis-4833	64	34	reported	report	VERB
fis-4833	64	35	by	by	ADP
fis-4833	64	36	kumar	kumar	PROPN
fis-4833	64	37	and	and	CCONJ
fis-4833	64	38	patel	patel	PROPN
fis-4833	65	1	[	[	X
fis-4833	65	2	21	21	NUM
fis-4833	65	3	]	]	PUNCT
fis-4833	65	4	,	,	PUNCT
fis-4833	65	5	patel	patel	PROPN
fis-4833	65	6	et	et	PROPN
fis-4833	65	7	al	al	PROPN
fis-4833	65	8	.	.	PUNCT
fis-4833	66	1	[	[	X
fis-4833	66	2	25,30	25,30	NUM
fis-4833	66	3	]	]	PUNCT
fis-4833	66	4	and	and	CCONJ
fis-4833	66	5	raiyani	raiyani	PROPN
fis-4833	66	6	et	et	PROPN
fis-4833	66	7	al	al	PROPN
fis-4833	66	8	.	.	PUNCT
fis-4833	67	1	[	[	X
fis-4833	67	2	26,27	26,27	NUM
fis-4833	67	3	]	]	PUNCT
fis-4833	67	4	.	.	PUNCT
fis-4833	68	1	three	three	NUM
fis-4833	68	2	coupons	coupon	NOUN
fis-4833	68	3	of	of	ADP
fis-4833	68	4	sswm	sswm	NOUN
fis-4833	68	5	40	40	NUM
fis-4833	68	6	×	×	NOUN
fis-4833	68	7	32	32	NUM
fis-4833	68	8	sizes	size	NOUN
fis-4833	68	9	of	of	ADP
fis-4833	68	10	25	25	NUM
fis-4833	68	11	mm	mm	NOUN
fis-4833	68	12	×	×	NOUN
fis-4833	68	13	175	175	NUM
fis-4833	68	14	mm	mm	NOUN
fis-4833	68	15	are	be	AUX
fis-4833	68	16	prepared	prepare	VERB
fis-4833	68	17	based	base	VERB
fis-4833	68	18	on	on	ADP
fis-4833	68	19	the	the	DET
fis-4833	68	20	shape	shape	NOUN
fis-4833	68	21	and	and	CCONJ
fis-4833	68	22	size	size	NOUN
fis-4833	68	23	provided	provide	VERB
fis-4833	68	24	in	in	ADP
fis-4833	68	25	astm	astm	PROPN
fis-4833	68	26	d3039	d3039	NOUN
fis-4833	68	27	/	/	SYM
fis-4833	68	28	d3039	d3039	NOUN
fis-4833	68	29	m	m	NOUN
fis-4833	68	30	[	[	X
fis-4833	68	31	29	29	NUM
fis-4833	68	32	]	]	PUNCT
fis-4833	68	33	as	as	SCONJ
fis-4833	68	34	shown	show	VERB
fis-4833	68	35	in	in	ADP
fis-4833	68	36	fig	fig	NOUN
fis-4833	68	37	.	.	PUNCT
fis-4833	69	1	1	1	NUM
fis-4833	69	2	,	,	PUNCT
fis-4833	69	3	and	and	CCONJ
fis-4833	69	4	actual	actual	ADJ
fis-4833	69	5	specimens	specimen	NOUN
fis-4833	69	6	are	be	AUX
fis-4833	69	7	shown	show	VERB
fis-4833	69	8	in	in	ADP
fis-4833	69	9	fig	fig	NOUN
fis-4833	69	10	.	.	PUNCT
fis-4833	70	1	2	2	X
fis-4833	70	2	.	.	X
fis-4833	70	3	the	the	DET
fis-4833	70	4	coupons	coupon	NOUN
fis-4833	70	5	are	be	AUX
fis-4833	70	6	cut	cut	VERB
fis-4833	70	7	from	from	ADP
fis-4833	70	8	the	the	DET
fis-4833	70	9	sswm	sswm	NOUN
fis-4833	70	10	sheet	sheet	NOUN
fis-4833	70	11	,	,	PUNCT
fis-4833	70	12	and	and	CCONJ
fis-4833	70	13	prior	prior	ADV
fis-4833	70	14	to	to	ADP
fis-4833	70	15	testing	testing	NOUN
fis-4833	70	16	,	,	PUNCT
fis-4833	70	17	aluminium	aluminium	NOUN
fis-4833	70	18	flat	flat	ADJ
fis-4833	70	19	plates	plate	NOUN
fis-4833	70	20	are	be	AUX
fis-4833	70	21	attached	attach	VERB
fis-4833	70	22	at	at	ADP
fis-4833	70	23	free	free	ADJ
fis-4833	70	24	ends	end	NOUN
fis-4833	70	25	of	of	ADP
fis-4833	70	26	25	25	NUM
fis-4833	70	27	mm	mm	NOUN
fis-4833	70	28	wide	wide	ADJ
fis-4833	70	29	coupons	coupon	NOUN
fis-4833	70	30	as	as	SCONJ
fis-4833	70	31	represented	represent	VERB
fis-4833	70	32	in	in	ADP
fis-4833	70	33	fig	fig	NOUN
fis-4833	70	34	.	.	PUNCT
fis-4833	71	1	2	2	NUM
fis-4833	71	2	,	,	PUNCT
fis-4833	71	3	to	to	PART
fis-4833	71	4	reduce	reduce	VERB
fis-4833	71	5	the	the	DET
fis-4833	71	6	premature	premature	ADJ
fis-4833	71	7	failure	failure	NOUN
fis-4833	71	8	of	of	ADP
fis-4833	71	9	sswm	sswm	NOUN
fis-4833	71	10	from	from	ADP
fis-4833	71	11	supports	support	NOUN
fis-4833	71	12	during	during	ADP
fis-4833	71	13	testing	testing	NOUN
fis-4833	71	14	.	.	PUNCT
fis-4833	72	1	the	the	DET
fis-4833	72	2	sswm	sswm	NOUN
fis-4833	72	3	coupons	coupon	NOUN
fis-4833	72	4	are	be	AUX
fis-4833	72	5	tested	test	VERB
fis-4833	72	6	using	use	VERB
fis-4833	72	7	an	an	DET
fis-4833	72	8	instron	instron	NOUN
fis-4833	72	9	testing	testing	NOUN
fis-4833	72	10	machine	machine	NOUN
fis-4833	72	11	of	of	ADP
fis-4833	72	12	30	30	NUM
fis-4833	72	13	kn	kn	NOUN
fis-4833	72	14	with	with	ADP
fis-4833	72	15	mechanical	mechanical	ADJ
fis-4833	72	16	grips	grip	NOUN
fis-4833	72	17	,	,	PUNCT
fis-4833	72	18	as	as	SCONJ
fis-4833	72	19	shown	show	VERB
fis-4833	72	20	in	in	ADP
fis-4833	72	21	fig	fig	NOUN
fis-4833	72	22	.	.	PUNCT
fis-4833	73	1	3	3	NUM
fis-4833	73	2	,	,	PUNCT
fis-4833	73	3	at	at	ADP
fis-4833	73	4	the	the	DET
fis-4833	73	5	castcon	castcon	ADJ
fis-4833	73	6	laboratory	laboratory	NOUN
fis-4833	73	7	of	of	ADP
fis-4833	73	8	iit	iit	PROPN
fis-4833	73	9	hyderabad	hyderabad	PROPN
fis-4833	73	10	.	.	PUNCT
fis-4833	74	1	the	the	DET
fis-4833	74	2	test	test	NOUN
fis-4833	74	3	is	be	AUX
fis-4833	74	4	conducted	conduct	VERB
fis-4833	74	5	at	at	ADP
fis-4833	74	6	a	a	DET
fis-4833	74	7	rate	rate	NOUN
fis-4833	74	8	of	of	ADP
fis-4833	74	9	1.27	1.27	NUM
fis-4833	74	10	mm	mm	NOUN
fis-4833	74	11	/	/	SYM
fis-4833	74	12	min	min	NOUN
fis-4833	74	13	in	in	ADP
fis-4833	74	14	a	a	DET
fis-4833	74	15	displacement	displacement	ADJ
fis-4833	74	16	control	control	NOUN
fis-4833	74	17	mode	mode	NOUN
fis-4833	74	18	.	.	PUNCT
fis-4833	75	1	the	the	DET
fis-4833	75	2	stress	stress	NOUN
fis-4833	75	3	-	-	PUNCT
fis-4833	75	4	strain	strain	NOUN
fis-4833	75	5	characteristics	characteristic	NOUN
fis-4833	75	6	of	of	ADP
fis-4833	75	7	sswm	sswm	NOUN
fis-4833	75	8	samples	sample	NOUN
fis-4833	75	9	are	be	AUX
fis-4833	75	10	depicted	depict	VERB
fis-4833	75	11	in	in	ADP
fis-4833	75	12	fig	fig	NOUN
fis-4833	75	13	.	.	PUNCT
fis-4833	76	1	4	4	NUM
fis-4833	76	2	and	and	CCONJ
fis-4833	76	3	tab	tab	NOUN
fis-4833	76	4	.	.	PUNCT
fis-4833	77	1	2	2	X
fis-4833	77	2	.	.	X
fis-4833	77	3	the	the	DET
fis-4833	77	4	sswm	sswm	NOUN
fis-4833	77	5	coupons	coupon	NOUN
fis-4833	77	6	began	begin	VERB
fis-4833	77	7	to	to	PART
fis-4833	77	8	crack	crack	VERB
fis-4833	77	9	at	at	ADP
fis-4833	77	10	the	the	DET
fis-4833	77	11	stress	stress	NOUN
fis-4833	77	12	level	level	NOUN
fis-4833	77	13	,	,	PUNCT
fis-4833	77	14	reaching	reach	VERB
fis-4833	77	15	~	~	PUNCT
fis-4833	77	16	450.88	450.88	NUM
fis-4833	77	17	mpa	mpa	NOUN
fis-4833	77	18	at	at	ADP
fis-4833	77	19	the	the	DET
fis-4833	77	20	top	top	NOUN
fis-4833	77	21	near	near	ADP
fis-4833	77	22	the	the	DET
fis-4833	77	23	support	support	NOUN
fis-4833	77	24	section	section	NOUN
fis-4833	77	25	with	with	ADP
fis-4833	77	26	corresponding	corresponding	ADJ
fis-4833	77	27	strain	strain	NOUN
fis-4833	77	28	0.00227	0.00227	NUM
fis-4833	77	29	mm	mm	PROPN
fis-4833	77	30	/	/	SYM
fis-4833	77	31	mm	mm	PROPN
fis-4833	77	32	,	,	PUNCT
fis-4833	77	33	and	and	CCONJ
fis-4833	77	34	failed	fail	VERB
fis-4833	77	35	at	at	ADP
fis-4833	77	36	~	~	PUNCT
fis-4833	78	1	700.16	700.16	NUM
fis-4833	78	2	mpa	mpa	PROPN
fis-4833	78	3	.	.	PUNCT
fis-4833	79	1	figure	figure	NOUN
fis-4833	79	2	1	1	NUM
fis-4833	79	3	:	:	PUNCT
fis-4833	79	4	schematic	schematic	ADJ
fis-4833	79	5	view	view	NOUN
fis-4833	79	6	of	of	ADP
fis-4833	79	7	tensile	tensile	NOUN
fis-4833	79	8	test	test	NOUN
fis-4833	79	9	coupon	coupon	NOUN
fis-4833	79	10	of	of	ADP
fis-4833	79	11	sswm	sswm	NOUN
fis-4833	79	12	40	40	NUM
fis-4833	79	13	×	×	NOUN
fis-4833	79	14	32	32	NUM
fis-4833	79	15	.	.	PUNCT
fis-4833	80	1	figure	figure	NOUN
fis-4833	80	2	2	2	NUM
fis-4833	80	3	:	:	PUNCT
fis-4833	80	4	actual	actual	ADJ
fis-4833	80	5	tensile	tensile	NOUN
fis-4833	80	6	test	test	NOUN
fis-4833	80	7	coupons	coupon	NOUN
fis-4833	80	8	of	of	ADP
fis-4833	80	9	sswm	sswm	NOUN
fis-4833	80	10	40	40	NUM
fis-4833	80	11	×	×	NOUN
fis-4833	80	12	32	32	NUM
fis-4833	80	13	.	.	PUNCT
fis-4833	81	1	for	for	ADP
fis-4833	81	2	simplicity	simplicity	NOUN
fis-4833	81	3	,	,	PUNCT
fis-4833	81	4	the	the	DET
fis-4833	81	5	tensile	tensile	NOUN
fis-4833	81	6	stress	stress	NOUN
fis-4833	81	7	-	-	PUNCT
fis-4833	81	8	strain	strain	NOUN
fis-4833	81	9	curve	curve	NOUN
fis-4833	81	10	of	of	ADP
fis-4833	81	11	sswm	sswm	NOUN
fis-4833	81	12	is	be	AUX
fis-4833	81	13	modelled	model	VERB
fis-4833	81	14	by	by	ADP
fis-4833	81	15	two	two	NUM
fis-4833	81	16	straight	straight	ADJ
fis-4833	81	17	lines	line	NOUN
fis-4833	81	18	.	.	PUNCT
fis-4833	82	1	to	to	PART
fis-4833	82	2	develop	develop	VERB
fis-4833	82	3	a	a	DET
fis-4833	82	4	bi	bi	ADJ
fis-4833	82	5	-	-	ADJ
fis-4833	82	6	linear	linear	ADJ
fis-4833	82	7	representation	representation	NOUN
fis-4833	82	8	of	of	ADP
fis-4833	82	9	the	the	DET
fis-4833	82	10	stress	stress	NOUN
fis-4833	82	11	-	-	PUNCT
fis-4833	82	12	strain	strain	NOUN
fis-4833	82	13	curve	curve	NOUN
fis-4833	82	14	,	,	PUNCT
fis-4833	82	15	average	average	ADJ
fis-4833	82	16	experimental	experimental	ADJ
fis-4833	82	17	results	result	NOUN
fis-4833	82	18	of	of	ADP
fis-4833	82	19	stress	stress	NOUN
fis-4833	82	20	-	-	PUNCT
fis-4833	82	21	strain	strain	NOUN
fis-4833	82	22	are	be	AUX
fis-4833	82	23	considered	consider	VERB
fis-4833	82	24	,	,	PUNCT
fis-4833	82	25	as	as	SCONJ
fis-4833	82	26	shown	show	VERB
fis-4833	82	27	in	in	ADP
fis-4833	82	28	fig	fig	NOUN
fis-4833	82	29	.	.	PUNCT
fis-4833	83	1	4	4	X
fis-4833	83	2	.	.	X
fis-4833	83	3	the	the	DET
fis-4833	83	4	first	first	ADJ
fis-4833	83	5	straight	straight	ADJ
fis-4833	83	6	line	line	NOUN
fis-4833	83	7	represents	represent	VERB
fis-4833	83	8	the	the	DET
fis-4833	83	9	elastic	elastic	ADJ
fis-4833	83	10	range	range	NOUN
fis-4833	83	11	with	with	ADP
fis-4833	83	12	a	a	DET
fis-4833	83	13	slope	slope	NOUN
fis-4833	83	14	of	of	ADP
fis-4833	83	15	ess	ess	PROPN
fis-4833	83	16	.	.	PUNCT
fis-4833	84	1	the	the	DET
fis-4833	84	2	second	second	ADJ
fis-4833	84	3	straight	straight	ADJ
fis-4833	84	4	line	line	NOUN
fis-4833	84	5	represents	represent	VERB
fis-4833	84	6	the	the	DET
fis-4833	84	7	plastic	plastic	ADJ
fis-4833	84	8	range	range	NOUN
fis-4833	84	9	.	.	PUNCT
fis-4833	85	1	these	these	DET
fis-4833	85	2	two	two	NUM
fis-4833	85	3	straight	straight	ADJ
fis-4833	85	4	lines	line	NOUN
fis-4833	85	5	intersect	intersect	ADJ
fis-4833	85	6	at	at	ADP
fis-4833	85	7	the	the	DET
fis-4833	85	8	yield	yield	NOUN
fis-4833	85	9	stress	stress	NOUN
fis-4833	85	10	(	(	PUNCT
fis-4833	85	11	)	)	PUNCT
fis-4833	85	12	yssf	yssf	NOUN
fis-4833	85	13	value	value	NOUN
fis-4833	85	14	.	.	PUNCT
fis-4833	86	1	relevant	relevant	ADJ
fis-4833	86	2	experimental	experimental	ADJ
fis-4833	86	3	results	result	NOUN
fis-4833	86	4	of	of	ADP
fis-4833	86	5	tensile	tensile	NOUN
fis-4833	86	6	tests	test	NOUN
fis-4833	86	7	on	on	ADP
fis-4833	86	8	the	the	DET
fis-4833	86	9	sswm	sswm	NOUN
fis-4833	86	10	based	base	VERB
fis-4833	86	11	on	on	ADP
fis-4833	86	12	a	a	DET
fis-4833	86	13	bi	bi	ADJ
fis-4833	86	14	-	-	ADJ
fis-4833	86	15	linear	linear	ADJ
fis-4833	86	16	curve	curve	NOUN
fis-4833	86	17	are	be	AUX
fis-4833	86	18	given	give	VERB
fis-4833	86	19	in	in	ADP
fis-4833	86	20	fig	fig	NOUN
fis-4833	86	21	.	.	PUNCT
fis-4833	87	1	5	5	NUM
fis-4833	87	2	,	,	PUNCT
fis-4833	87	3	and	and	CCONJ
fis-4833	87	4	corresponding	corresponding	ADJ
fis-4833	87	5	equations	equation	NOUN
fis-4833	87	6	for	for	ADP
fis-4833	87	7	these	these	DET
fis-4833	87	8	two	two	NUM
fis-4833	87	9	straight	straight	ADJ
fis-4833	87	10	lines	line	NOUN
fis-4833	87	11	are	be	AUX
fis-4833	87	12	given	give	VERB
fis-4833	87	13	in	in	ADP
fis-4833	87	14	eqn	eqn	NOUN
fis-4833	87	15	.	.	PROPN
fis-4833	88	1	1	1	NUM
fis-4833	88	2	and	and	CCONJ
fis-4833	88	3	2	2	NUM
fis-4833	88	4	.	.	X
fis-4833	89	1	the	the	DET
fis-4833	89	2	characteristics	characteristic	NOUN
fis-4833	89	3	of	of	ADP
fis-4833	89	4	the	the	DET
fis-4833	89	5	sswm	sswm	NOUN
fis-4833	89	6	can	can	AUX
fis-4833	89	7	be	be	AUX
fis-4833	89	8	described	describe	VERB
fis-4833	89	9	using	use	VERB
fis-4833	89	10	the	the	DET
fis-4833	89	11	bi	bi	ADJ
fis-4833	89	12	-	-	ADJ
fis-4833	89	13	linear	linear	ADJ
fis-4833	89	14	stress	stress	NOUN
fis-4833	89	15	-	-	PUNCT
fis-4833	89	16	strain	strain	NOUN
fis-4833	89	17	curve	curve	NOUN
fis-4833	89	18	in	in	ADP
fis-4833	89	19	the	the	DET
fis-4833	89	20	analytical	analytical	ADJ
fis-4833	89	21	model	model	NOUN
fis-4833	89	22	and	and	CCONJ
fis-4833	89	23	finite	finite	ADJ
fis-4833	89	24	element	element	NOUN
fis-4833	89	25	(	(	PUNCT
fis-4833	89	26	fe	fe	NOUN
fis-4833	89	27	)	)	PUNCT
fis-4833	89	28	simulation	simulation	NOUN
fis-4833	89	29	.	.	PUNCT
fis-4833	89	30	     	     	SPACE
fis-4833	90	1	ss	ss	INTJ
fis-4833	90	2	ss	ss	NOUN
fis-4833	90	3	ssf	ssf	NOUN
fis-4833	90	4	e	e	PROPN
fis-4833	90	5			PROPN
fis-4833	90	6	for	for	ADP
fis-4833	90	7	   	   	SPACE
fis-4833	90	8	ss	ss	NOUN
fis-4833	90	9	yss	yss	PROPN
fis-4833	90	10			PROPN
fis-4833	90	11	(	(	PUNCT
fis-4833	90	12	1	1	NUM
fis-4833	90	13	)	)	PUNCT
fis-4833	90	14	  	  	SPACE
fis-4833	90	15	2328.3	2328.3	NUM
fis-4833	90	16	445.6	445.6	NUM
fis-4833	90	17	 	 	SPACE
fis-4833	90	18	ss	ss	NOUN
fis-4833	90	19	ssf	ssf	PROPN
fis-4833	90	20			PROPN
fis-4833	90	21			VERB
fis-4833	90	22	for	for	ADP
fis-4833	90	23	        	        	SPACE
fis-4833	90	24	ss	ss	NOUN
fis-4833	90	25	yss	yss	PROPN
fis-4833	90	26			NOUN
fis-4833	90	27	(	(	PUNCT
fis-4833	90	28	2	2	NUM
fis-4833	90	29	)	)	PUNCT
fis-4833	90	30	sample	sample	NOUN
fis-4833	91	1	i	i	PRON
fis-4833	91	2	sample	sample	VERB
fis-4833	91	3	ii	ii	PROPN
fis-4833	91	4	sample	sample	PROPN
fis-4833	91	5	iii	iii	PROPN
fis-4833	91	6	s.	s.	PROPN
fis-4833	91	7	d.	d.	PROPN
fis-4833	91	8	raiyani	raiyani	PROPN
fis-4833	91	9	et	et	PROPN
fis-4833	91	10	alii	alii	PROPN
fis-4833	91	11	,	,	PUNCT
fis-4833	91	12	frattura	frattura	PROPN
fis-4833	91	13	ed	ed	PROPN
fis-4833	91	14	integrità	integrità	PROPN
fis-4833	91	15	strutturale	strutturale	PROPN
fis-4833	91	16	,	,	PUNCT
fis-4833	91	17	69	69	NUM
fis-4833	91	18	(	(	PUNCT
fis-4833	91	19	2024	2024	NUM
fis-4833	91	20	)	)	PUNCT
fis-4833	91	21	71	71	NUM
fis-4833	91	22	-	-	SYM
fis-4833	91	23	88	88	NUM
fis-4833	91	24	;	;	PUNCT
fis-4833	91	25	doi	doi	NOUN
fis-4833	91	26	:	:	PUNCT
fis-4833	91	27	10.3221	10.3221	NUM
fis-4833	91	28	/	/	SYM
fis-4833	91	29	igf	igf	PROPN
fis-4833	91	30	-	-	ADJ
fis-4833	91	31	esis.69.06	esis.69.06	NOUN
fis-4833	91	32	74	74	NUM
fis-4833	91	33	figure	figure	NOUN
fis-4833	91	34	3	3	NUM
fis-4833	91	35	:	:	PUNCT
fis-4833	91	36	test	test	NOUN
fis-4833	91	37	setup	setup	NOUN
fis-4833	91	38	for	for	ADP
fis-4833	91	39	tensile	tensile	NOUN
fis-4833	91	40	test	test	NOUN
fis-4833	91	41	on	on	ADP
fis-4833	91	42	sswm	sswm	NOUN
fis-4833	91	43	40	40	NUM
fis-4833	91	44	×	×	NOUN
fis-4833	91	45	32	32	NUM
fis-4833	91	46	.	.	PUNCT
fis-4833	92	1	figure	figure	VERB
fis-4833	92	2	4	4	NUM
fis-4833	92	3	:	:	PUNCT
fis-4833	92	4	stress	stress	NOUN
fis-4833	92	5	-	-	PUNCT
fis-4833	92	6	strain	strain	NOUN
fis-4833	92	7	curve	curve	NOUN
fis-4833	92	8	of	of	ADP
fis-4833	92	9	sswm	sswm	NOUN
fis-4833	92	10	40	40	NUM
fis-4833	92	11	×	×	NOUN
fis-4833	92	12	32	32	NUM
fis-4833	92	13	and	and	CCONJ
fis-4833	92	14	bi	bi	ADJ
fis-4833	92	15	-	-	ADJ
fis-4833	92	16	linear	linear	ADJ
fis-4833	92	17	curve	curve	NOUN
fis-4833	92	18	.	.	PUNCT
fis-4833	93	1	figure	figure	NOUN
fis-4833	93	2	5	5	NUM
fis-4833	93	3	:	:	PUNCT
fis-4833	93	4	bi	bi	ADJ
fis-4833	93	5	-	-	ADJ
fis-4833	93	6	linear	linear	ADJ
fis-4833	93	7	stress	stress	NOUN
fis-4833	93	8	-	-	PUNCT
fis-4833	93	9	strain	strain	NOUN
fis-4833	93	10	curve	curve	NOUN
fis-4833	93	11	for	for	ADP
fis-4833	93	12	sswm	sswm	NOUN
fis-4833	93	13	.	.	PUNCT
fis-4833	94	1	the	the	DET
fis-4833	94	2	composite	composite	NOUN
fis-4833	94	3	used	use	VERB
fis-4833	94	4	for	for	ADP
fis-4833	94	5	strengthening	strengthen	VERB
fis-4833	94	6	concrete	concrete	ADJ
fis-4833	94	7	cylinders	cylinder	NOUN
fis-4833	94	8	comprises	comprise	VERB
fis-4833	94	9	stainless	stainless	ADJ
fis-4833	94	10	steel	steel	NOUN
fis-4833	94	11	wire	wire	NOUN
fis-4833	94	12	mesh	mesh	NOUN
fis-4833	94	13	(	(	PUNCT
fis-4833	94	14	sswm	sswm	NOUN
fis-4833	94	15	)	)	PUNCT
fis-4833	94	16	and	and	CCONJ
fis-4833	94	17	sikadur	sikadur	VERB
fis-4833	94	18	30lp	30lp	ADJ
fis-4833	94	19	bonding	bonding	NOUN
fis-4833	94	20	material	material	NOUN
fis-4833	94	21	.	.	PUNCT
fis-4833	95	1	kumar	kumar	PROPN
fis-4833	95	2	and	and	CCONJ
fis-4833	95	3	patel	patel	PROPN
fis-4833	95	4	[	[	X
fis-4833	95	5	21	21	NUM
fis-4833	95	6	]	]	PUNCT
fis-4833	95	7	considered	consider	VERB
fis-4833	95	8	masterbrace	masterbrace	NOUN
fis-4833	95	9	3500/4500	3500/4500	NUM
fis-4833	95	10	and	and	CCONJ
fis-4833	95	11	sikadur	sikadur	VERB
fis-4833	95	12	30	30	NUM
fis-4833	95	13	lp	lp	NOUN
fis-4833	95	14	epoxy	epoxy	NOUN
fis-4833	95	15	for	for	ADP
fis-4833	95	16	bonding	bonding	NOUN
fis-4833	95	17	sswm	sswm	NOUN
fis-4833	95	18	on	on	ADP
fis-4833	95	19	concrete	concrete	ADJ
fis-4833	95	20	surfaces	surface	NOUN
fis-4833	95	21	.	.	PUNCT
fis-4833	96	1	they	they	PRON
fis-4833	96	2	found	find	VERB
fis-4833	96	3	higher	high	ADJ
fis-4833	96	4	bond	bond	NOUN
fis-4833	96	5	strength	strength	NOUN
fis-4833	96	6	with	with	ADP
fis-4833	96	7	sikadur30lp	sikadur30lp	PROPN
fis-4833	96	8	as	as	SCONJ
fis-4833	96	9	compared	compare	VERB
fis-4833	96	10	to	to	ADP
fis-4833	96	11	masterbrace	masterbrace	NOUN
fis-4833	96	12	3500/4500	3500/4500	NUM
fis-4833	96	13	.	.	PUNCT
fis-4833	97	1	further	far	ADV
fis-4833	97	2	,	,	PUNCT
fis-4833	97	3	no	no	DET
fis-4833	97	4	debonding	debonding	NOUN
fis-4833	97	5	of	of	ADP
fis-4833	97	6	sswm	sswm	NOUN
fis-4833	97	7	was	be	AUX
fis-4833	97	8	observed	observe	VERB
fis-4833	97	9	with	with	ADP
fis-4833	97	10	sikadur30lp	sikadur30lp	PROPN
fis-4833	97	11	,	,	PUNCT
fis-4833	97	12	and	and	CCONJ
fis-4833	97	13	sswm	sswm	NOUN
fis-4833	97	14	tore	tear	VERB
fis-4833	97	15	at	at	ADP
fis-4833	97	16	maximum	maximum	ADJ
fis-4833	97	17	load	load	NOUN
fis-4833	97	18	.	.	PUNCT
fis-4833	98	1	while	while	SCONJ
fis-4833	98	2	sswm	sswm	NOUN
fis-4833	98	3	was	be	AUX
fis-4833	98	4	debonded	debonde	VERB
fis-4833	98	5	from	from	ADP
fis-4833	98	6	the	the	DET
fis-4833	98	7	concrete	concrete	ADJ
fis-4833	98	8	surface	surface	NOUN
fis-4833	98	9	when	when	SCONJ
fis-4833	98	10	masterbrace	masterbrace	NOUN
fis-4833	98	11	3500/4500	3500/4500	NUM
fis-4833	98	12	was	be	AUX
fis-4833	98	13	used	use	VERB
fis-4833	98	14	to	to	PART
fis-4833	98	15	apply	apply	VERB
fis-4833	98	16	sswm	sswm	NOUN
fis-4833	98	17	on	on	ADP
fis-4833	98	18	the	the	DET
fis-4833	98	19	concrete	concrete	ADJ
fis-4833	98	20	surface	surface	NOUN
fis-4833	98	21	.	.	PUNCT
fis-4833	99	1	so	so	ADV
fis-4833	99	2	,	,	PUNCT
fis-4833	99	3	for	for	ADP
fis-4833	99	4	utilisation	utilisation	NOUN
fis-4833	99	5	of	of	ADP
fis-4833	99	6	the	the	DET
fis-4833	99	7	full	full	ADJ
fis-4833	99	8	tensile	tensile	NOUN
fis-4833	99	9	strength	strength	NOUN
fis-4833	99	10	of	of	ADP
fis-4833	99	11	sswm	sswm	NOUN
fis-4833	99	12	without	without	ADP
fis-4833	99	13	debonding	debonde	VERB
fis-4833	99	14	from	from	ADP
fis-4833	99	15	the	the	DET
fis-4833	99	16	concrete	concrete	ADJ
fis-4833	99	17	surface	surface	NOUN
fis-4833	99	18	,	,	PUNCT
fis-4833	99	19	the	the	DET
fis-4833	99	20	authors	author	NOUN
fis-4833	99	21	recommended	recommend	VERB
fis-4833	99	22	the	the	DET
fis-4833	99	23	use	use	NOUN
fis-4833	99	24	of	of	ADP
fis-4833	99	25	sikadur	sikadur	ADJ
fis-4833	99	26	30	30	NUM
fis-4833	99	27	lp	lp	NOUN
fis-4833	99	28	as	as	ADP
fis-4833	99	29	an	an	DET
fis-4833	99	30	adhesive	adhesive	NOUN
fis-4833	99	31	to	to	ADP
fis-4833	99	32	bond	bond	NOUN
fis-4833	99	33	sswm	sswm	NOUN
fis-4833	99	34	on	on	ADP
fis-4833	99	35	the	the	DET
fis-4833	99	36	concrete	concrete	ADJ
fis-4833	99	37	surface	surface	NOUN
fis-4833	99	38	.	.	PUNCT
fis-4833	100	1	sikadur	sikadur	PROPN
fis-4833	100	2	30lp	30lp	PROPN
fis-4833	100	3	is	be	AUX
fis-4833	100	4	an	an	DET
fis-4833	100	5	epoxy	epoxy	NOUN
fis-4833	100	6	resin	resin	NOUN
fis-4833	100	7	and	and	CCONJ
fis-4833	100	8	hardener	hardener	NOUN
fis-4833	100	9	combination	combination	NOUN
fis-4833	100	10	with	with	ADP
fis-4833	100	11	a	a	DET
fis-4833	100	12	long	long	ADJ
fis-4833	100	13	pot	pot	NOUN
fis-4833	100	14	life	life	NOUN
fis-4833	100	15	,	,	PUNCT
fis-4833	100	16	does	do	AUX
fis-4833	100	17	not	not	PART
fis-4833	100	18	shrink	shrink	VERB
fis-4833	100	19	during	during	ADP
fis-4833	100	20	hardening	harden	VERB
fis-4833	100	21	,	,	PUNCT
fis-4833	100	22	and	and	CCONJ
fis-4833	100	23	has	have	VERB
fis-4833	100	24	good	good	ADJ
fis-4833	100	25	adhesion	adhesion	NOUN
fis-4833	100	26	between	between	ADP
fis-4833	100	27	sswm	sswm	NOUN
fis-4833	100	28	and	and	CCONJ
fis-4833	100	29	concrete	concrete	ADJ
fis-4833	100	30	surfaces	surface	NOUN
fis-4833	100	31	[	[	X
fis-4833	100	32	31	31	NUM
fis-4833	100	33	]	]	PUNCT
fis-4833	100	34	.	.	PUNCT
fis-4833	101	1	the	the	DET
fis-4833	101	2	properties	property	NOUN
fis-4833	101	3	of	of	ADP
fis-4833	101	4	sikadur	sikadur	ADJ
fis-4833	101	5	30lp	30lp	NOUN
fis-4833	101	6	,	,	PUNCT
fis-4833	101	7	as	as	SCONJ
fis-4833	101	8	supplied	supply	VERB
fis-4833	101	9	by	by	ADP
fis-4833	101	10	the	the	DET
fis-4833	101	11	manufacturer	manufacturer	NOUN
fis-4833	101	12	,	,	PUNCT
fis-4833	101	13	are	be	AUX
fis-4833	101	14	shown	show	VERB
fis-4833	101	15	in	in	ADP
fis-4833	101	16	tab	tab	NOUN
fis-4833	101	17	.	.	PUNCT
fis-4833	102	1	3	3	X
fis-4833	102	2	.	.	PUNCT
fis-4833	102	3	before	before	ADP
fis-4833	102	4	applying	apply	VERB
fis-4833	102	5	the	the	DET
fis-4833	102	6	sswm	sswm	NOUN
fis-4833	102	7	composite	composite	NOUN
fis-4833	102	8	to	to	ADP
fis-4833	102	9	a	a	DET
fis-4833	102	10	concrete	concrete	ADJ
fis-4833	102	11	cylinder	cylinder	NOUN
fis-4833	102	12	,	,	PUNCT
fis-4833	102	13	conducting	conduct	VERB
fis-4833	102	14	a	a	DET
fis-4833	102	15	bond	bond	NOUN
fis-4833	102	16	test	test	NOUN
fis-4833	102	17	between	between	ADP
fis-4833	102	18	the	the	DET
fis-4833	102	19	sswm	sswm	NOUN
fis-4833	102	20	and	and	CCONJ
fis-4833	102	21	the	the	DET
fis-4833	102	22	concrete	concrete	ADJ
fis-4833	102	23	surface	surface	NOUN
fis-4833	102	24	is	be	AUX
fis-4833	102	25	essential	essential	ADJ
fis-4833	102	26	.	.	PUNCT
fis-4833	103	1	the	the	DET
fis-4833	103	2	double	double	ADJ
fis-4833	103	3	shear	shear	NOUN
fis-4833	103	4	lap	lap	NOUN
fis-4833	103	5	bond	bond	NOUN
fis-4833	103	6	test	test	NOUN
fis-4833	103	7	is	be	AUX
fis-4833	103	8	used	use	VERB
fis-4833	103	9	for	for	ADP
fis-4833	103	10	this	this	DET
fis-4833	103	11	purpose	purpose	NOUN
fis-4833	103	12	,	,	PUNCT
fis-4833	103	13	as	as	SCONJ
fis-4833	103	14	reported	report	VERB
fis-4833	103	15	by	by	ADP
fis-4833	103	16	previous	previous	ADJ
fis-4833	103	17	studies	study	NOUN
fis-4833	103	18	[	[	X
fis-4833	103	19	21,25,26,27	21,25,26,27	NUM
fis-4833	103	20	]	]	PUNCT
fis-4833	103	21	.	.	PUNCT
fis-4833	104	1	during	during	ADP
fis-4833	104	2	the	the	DET
fis-4833	104	3	bond	bond	NOUN
fis-4833	104	4	test	test	NOUN
fis-4833	104	5	,	,	PUNCT
fis-4833	104	6	s.	s.	PROPN
fis-4833	104	7	d.	d.	PROPN
fis-4833	104	8	raiyani	raiyani	PROPN
fis-4833	104	9	et	et	PROPN
fis-4833	104	10	alii	alii	PROPN
fis-4833	104	11	,	,	PUNCT
fis-4833	104	12	frattura	frattura	PROPN
fis-4833	104	13	ed	ed	PROPN
fis-4833	104	14	integrità	integrità	PROPN
fis-4833	104	15	strutturale	strutturale	PROPN
fis-4833	104	16	,	,	PUNCT
fis-4833	104	17	69	69	NUM
fis-4833	104	18	(	(	PUNCT
fis-4833	104	19	2024	2024	NUM
fis-4833	104	20	)	)	PUNCT
fis-4833	104	21	71	71	NUM
fis-4833	104	22	-	-	SYM
fis-4833	104	23	88	88	NUM
fis-4833	104	24	;	;	PUNCT
fis-4833	104	25	doi	doi	NOUN
fis-4833	104	26	:	:	PUNCT
fis-4833	104	27	10.3221	10.3221	NUM
fis-4833	104	28	/	/	SYM
fis-4833	104	29	igf	igf	PROPN
fis-4833	104	30	-	-	NOUN
fis-4833	104	31	esis.69.06	esis.69.06	NOUN
fis-4833	104	32	75	75	NUM
fis-4833	104	33	failure	failure	NOUN
fis-4833	104	34	is	be	AUX
fis-4833	104	35	observed	observe	VERB
fis-4833	104	36	due	due	ADJ
fis-4833	104	37	to	to	ADP
fis-4833	104	38	wire	wire	NOUN
fis-4833	104	39	mesh	mesh	NOUN
fis-4833	104	40	tearing	tearing	NOUN
fis-4833	104	41	,	,	PUNCT
fis-4833	104	42	and	and	CCONJ
fis-4833	104	43	no	no	DET
fis-4833	104	44	sswm	sswm	NOUN
fis-4833	104	45	debonding	debonding	NOUN
fis-4833	104	46	occurred	occur	VERB
fis-4833	104	47	.	.	PUNCT
fis-4833	105	1	the	the	DET
fis-4833	105	2	40	40	NUM
fis-4833	105	3	×	×	NOUN
fis-4833	105	4	32	32	NUM
fis-4833	105	5	type	type	NOUN
fis-4833	105	6	sswm	sswm	NOUN
fis-4833	105	7	and	and	CCONJ
fis-4833	105	8	sikadur	sikadur	ADJ
fis-4833	105	9	30lp	30lp	ADJ
fis-4833	105	10	epoxy	epoxy	NOUN
fis-4833	105	11	are	be	AUX
fis-4833	105	12	selected	select	VERB
fis-4833	105	13	for	for	ADP
fis-4833	105	14	strengthening	strengthen	VERB
fis-4833	105	15	the	the	DET
fis-4833	105	16	concrete	concrete	ADJ
fis-4833	105	17	cylinder	cylinder	NOUN
fis-4833	105	18	based	base	VERB
fis-4833	105	19	on	on	ADP
fis-4833	105	20	the	the	DET
fis-4833	105	21	results	result	NOUN
fis-4833	105	22	of	of	ADP
fis-4833	105	23	tensile	tensile	NOUN
fis-4833	105	24	and	and	CCONJ
fis-4833	105	25	bond	bond	NOUN
fis-4833	105	26	tests	test	NOUN
fis-4833	105	27	[	[	X
fis-4833	105	28	21,25,26,27	21,25,26,27	NUM
fis-4833	105	29	]	]	PUNCT
fis-4833	105	30	.	.	PUNCT
fis-4833	106	1	the	the	DET
fis-4833	106	2	volumetric	volumetric	NOUN
fis-4833	106	3	ratio	ratio	NOUN
fis-4833	106	4	(	(	PUNCT
fis-4833	106	5	ρs	ρs	NOUN
fis-4833	106	6	)	)	PUNCT
fis-4833	106	7	of	of	ADP
fis-4833	106	8	sswm	sswm	NOUN
fis-4833	106	9	is	be	AUX
fis-4833	106	10	kept	keep	VERB
fis-4833	106	11	varied	varied	ADJ
fis-4833	106	12	to	to	PART
fis-4833	106	13	understand	understand	VERB
fis-4833	106	14	the	the	DET
fis-4833	106	15	effect	effect	NOUN
fis-4833	106	16	of	of	ADP
fis-4833	106	17	the	the	DET
fis-4833	106	18	gap	gap	NOUN
fis-4833	106	19	between	between	ADP
fis-4833	106	20	the	the	DET
fis-4833	106	21	confining	confine	VERB
fis-4833	106	22	strips	strip	NOUN
fis-4833	106	23	and	and	CCONJ
fis-4833	106	24	the	the	DET
fis-4833	106	25	effectiveness	effectiveness	NOUN
fis-4833	106	26	of	of	ADP
fis-4833	106	27	sswm	sswm	NOUN
fis-4833	106	28	on	on	ADP
fis-4833	106	29	the	the	DET
fis-4833	106	30	partial	partial	ADJ
fis-4833	106	31	confinement	confinement	NOUN
fis-4833	106	32	.	.	PUNCT
fis-4833	107	1	different	different	ADJ
fis-4833	107	2	levels	level	NOUN
fis-4833	107	3	of	of	ADP
fis-4833	107	4	sswm	sswm	NOUN
fis-4833	107	5	confinement	confinement	NOUN
fis-4833	107	6	are	be	AUX
fis-4833	107	7	considered	consider	VERB
fis-4833	107	8	,	,	PUNCT
fis-4833	107	9	including	include	VERB
fis-4833	107	10	fully	fully	ADV
fis-4833	107	11	sswm	sswm	NOUN
fis-4833	107	12	-	-	PUNCT
fis-4833	107	13	wrapped	wrap	VERB
fis-4833	107	14	concrete	concrete	ADJ
fis-4833	107	15	cylinders	cylinder	NOUN
fis-4833	107	16	and	and	CCONJ
fis-4833	107	17	partial	partial	ADJ
fis-4833	107	18	sswm	sswm	NOUN
fis-4833	107	19	-	-	PUNCT
fis-4833	107	20	wrapped	wrap	VERB
fis-4833	107	21	concrete	concrete	ADJ
fis-4833	107	22	cylinders	cylinder	NOUN
fis-4833	107	23	having	have	VERB
fis-4833	107	24	unconfined	unconfined	ADJ
fis-4833	107	25	regions	region	NOUN
fis-4833	107	26	at	at	ADP
fis-4833	107	27	the	the	DET
fis-4833	107	28	centre	centre	NOUN
fis-4833	107	29	of	of	ADP
fis-4833	107	30	the	the	DET
fis-4833	107	31	specimens	specimen	NOUN
fis-4833	107	32	.	.	PUNCT
fis-4833	108	1	gaps	gap	NOUN
fis-4833	108	2	between	between	ADP
fis-4833	108	3	sswm	sswm	NOUN
fis-4833	108	4	strips	strip	NOUN
fis-4833	108	5	are	be	AUX
fis-4833	108	6	kept	keep	VERB
fis-4833	108	7	as	as	ADP
fis-4833	108	8	30	30	NUM
fis-4833	108	9	mm	mm	NOUN
fis-4833	108	10	,	,	PUNCT
fis-4833	108	11	60	60	NUM
fis-4833	108	12	mm	mm	NOUN
fis-4833	108	13	,	,	PUNCT
fis-4833	108	14	90	90	NUM
fis-4833	108	15	mm	mm	NOUN
fis-4833	108	16	,	,	PUNCT
fis-4833	108	17	120	120	NUM
fis-4833	108	18	mm	mm	NOUN
fis-4833	108	19	,	,	PUNCT
fis-4833	108	20	150	150	NUM
fis-4833	108	21	mm	mm	NOUN
fis-4833	108	22	,	,	PUNCT
fis-4833	108	23	180	180	NUM
fis-4833	108	24	mm	mm	NOUN
fis-4833	108	25	and	and	CCONJ
fis-4833	108	26	210	210	NUM
fis-4833	108	27	mm	mm	NOUN
fis-4833	108	28	.	.	PUNCT
fis-4833	109	1	the	the	DET
fis-4833	109	2	detailed	detailed	ADJ
fis-4833	109	3	sswm	sswm	NOUN
fis-4833	109	4	wrapping	wrapping	NOUN
fis-4833	109	5	configurations	configuration	NOUN
fis-4833	109	6	,	,	PUNCT
fis-4833	109	7	along	along	ADP
fis-4833	109	8	with	with	ADP
fis-4833	109	9	notations	notation	NOUN
fis-4833	109	10	,	,	PUNCT
fis-4833	109	11	are	be	AUX
fis-4833	109	12	shown	show	VERB
fis-4833	109	13	in	in	ADP
fis-4833	109	14	fig.6	fig.6	PROPN
fis-4833	109	15	.	.	PUNCT
fis-4833	110	1	two	two	NUM
fis-4833	110	2	identical	identical	ADJ
fis-4833	110	3	cylindrical	cylindrical	ADJ
fis-4833	110	4	concrete	concrete	ADJ
fis-4833	110	5	specimens	specimen	NOUN
fis-4833	110	6	are	be	AUX
fis-4833	110	7	tested	test	VERB
fis-4833	110	8	for	for	ADP
fis-4833	110	9	each	each	DET
fis-4833	110	10	wrapping	wrap	VERB
fis-4833	110	11	configuration	configuration	NOUN
fis-4833	110	12	.	.	PUNCT
fis-4833	111	1	sswm	sswm	NOUN
fis-4833	111	2	type	type	NOUN
fis-4833	111	3	40	40	NUM
fis-4833	111	4	×	×	NOUN
fis-4833	111	5	32	32	NUM
fis-4833	111	6	average	average	ADJ
fis-4833	111	7	standard	standard	ADJ
fis-4833	111	8	deviation	deviation	NOUN
fis-4833	111	9	specimen	speciman	NOUN
fis-4833	111	10	sp.1	sp.1	VERB
fis-4833	111	11	sp.2	sp.2	PROPN
fis-4833	111	12	sp.3	sp.3	NOUN
fis-4833	111	13	width	width	NOUN
fis-4833	111	14	of	of	ADP
fis-4833	111	15	mesh	mesh	NOUN
fis-4833	111	16	(	(	PUNCT
fis-4833	111	17	mm	mm	NOUN
fis-4833	111	18	)	)	PUNCT
fis-4833	111	19	25	25	NUM
fis-4833	111	20	25	25	NUM
fis-4833	111	21	25	25	NUM
fis-4833	111	22	diameter	diameter	NOUN
fis-4833	111	23	of	of	ADP
fis-4833	111	24	wire	wire	NOUN
fis-4833	111	25	(	(	PUNCT
fis-4833	111	26	mm	mm	NOUN
fis-4833	111	27	)	)	PUNCT
fis-4833	111	28	0.27	0.27	NUM
fis-4833	111	29	0.27	0.27	NUM
fis-4833	111	30	0.27	0.27	NUM
fis-4833	111	31	numbers	number	NOUN
fis-4833	111	32	of	of	ADP
fis-4833	111	33	wires	wire	NOUN
fis-4833	111	34	28	28	NUM
fis-4833	111	35	29	29	NUM
fis-4833	111	36	28	28	NUM
fis-4833	111	37	c	c	NOUN
fis-4833	111	38	/	/	SYM
fis-4833	111	39	s	s	PART
fis-4833	111	40	area	area	NOUN
fis-4833	111	41	of	of	ADP
fis-4833	111	42	wire	wire	NOUN
fis-4833	111	43	(	(	PUNCT
fis-4833	111	44	mm2	mm2	NOUN
fis-4833	111	45	)	)	PUNCT
fis-4833	111	46	0.057	0.057	NUM
fis-4833	111	47	0.057	0.057	NUM
fis-4833	111	48	0.057	0.057	NUM
fis-4833	111	49	total	total	NOUN
fis-4833	111	50	c	c	PROPN
fis-4833	111	51	/	/	SYM
fis-4833	111	52	s	s	PART
fis-4833	111	53	area	area	NOUN
fis-4833	111	54	mesh	mesh	NOUN
fis-4833	111	55	(	(	PUNCT
fis-4833	111	56	mm2	mm2	NOUN
fis-4833	111	57	)	)	PUNCT
fis-4833	111	58	1.60	1.60	NUM
fis-4833	111	59	1.66	1.66	NUM
fis-4833	111	60	1.60	1.60	NUM
fis-4833	111	61	yield	yield	NOUN
fis-4833	111	62	strength	strength	NOUN
fis-4833	111	63	(	(	PUNCT
fis-4833	111	64	mpa	mpa	PROPN
fis-4833	111	65	)	)	PUNCT
fis-4833	111	66	448.43	448.43	NUM
fis-4833	112	1	450.85	450.85	NUM
fis-4833	112	2	452.88	452.88	NUM
fis-4833	112	3	450.88	450.88	NUM
fis-4833	112	4	1.81	1.81	NUM
fis-4833	112	5	ultimate	ultimate	ADJ
fis-4833	112	6	load	load	NOUN
fis-4833	112	7	(	(	PUNCT
fis-4833	112	8	n	n	CCONJ
fis-4833	112	9	)	)	PUNCT
fis-4833	112	10	1095.05	1095.05	NUM
fis-4833	112	11	1189.06	1189.06	NUM
fis-4833	112	12	1119.66	1119.66	NUM
fis-4833	112	13	ultimate	ultimate	ADJ
fis-4833	112	14	tensile	tensile	NOUN
fis-4833	112	15	strength	strength	NOUN
fis-4833	112	16	of	of	ADP
fis-4833	112	17	mesh	mesh	NOUN
fis-4833	112	18	(	(	PUNCT
fis-4833	112	19	mpa	mpa	NOUN
fis-4833	112	20	)	)	PUNCT
fis-4833	113	1	684.41	684.41	NUM
fis-4833	113	2	716.30	716.30	NUM
fis-4833	113	3	699.80	699.80	NUM
fis-4833	113	4	700.16	700.16	NUM
fis-4833	113	5	13.02	13.02	NUM
fis-4833	113	6	strain	strain	NOUN
fis-4833	113	7	at	at	ADP
fis-4833	113	8	rupture	rupture	NOUN
fis-4833	113	9	(	(	PUNCT
fis-4833	113	10	uss	uss	PROPN
fis-4833	113	11	)	)	PUNCT
fis-4833	113	12	(	(	PUNCT
fis-4833	113	13	mm	mm	X
fis-4833	113	14	/	/	SYM
fis-4833	113	15	mm	mm	PROPN
fis-4833	113	16	)	)	PUNCT
fis-4833	113	17	0.126	0.126	NUM
fis-4833	113	18	0.123	0.123	NUM
fis-4833	113	19	0.132	0.132	NUM
fis-4833	113	20	0.127	0.127	NUM
fis-4833	113	21	0.37	0.37	NUM
fis-4833	113	22	young	young	ADJ
fis-4833	113	23	’s	’s	PART
fis-4833	113	24	modulus	modulus	NOUN
fis-4833	113	25	(	(	PUNCT
fis-4833	113	26	gpa	gpa	PROPN
fis-4833	113	27	)	)	PUNCT
fis-4833	113	28	198.95	198.95	NUM
fis-4833	113	29	table	table	NOUN
fis-4833	113	30	2	2	NUM
fis-4833	113	31	:	:	PUNCT
fis-4833	113	32	mechanical	mechanical	ADJ
fis-4833	113	33	properties	property	NOUN
fis-4833	113	34	of	of	ADP
fis-4833	113	35	the	the	DET
fis-4833	113	36	sswm	sswm	NOUN
fis-4833	113	37	40	40	NUM
fis-4833	113	38	×	×	NOUN
fis-4833	113	39	32	32	NUM
fis-4833	113	40	.	.	PUNCT
fis-4833	114	1	property	property	NOUN
fis-4833	114	2	of	of	ADP
fis-4833	114	3	epoxy	epoxy	NOUN
fis-4833	114	4	details	detail	NOUN
fis-4833	114	5	mixing	mix	VERB
fis-4833	114	6	proportion	proportion	NOUN
fis-4833	114	7	3(resin	3(resin	NOUN
fis-4833	114	8	white	white	ADJ
fis-4833	114	9	in	in	ADP
fis-4833	114	10	color	color	NOUN
fis-4833	114	11	):	):	PUNCT
fis-4833	114	12	1(hardener	1(hardener	NUM
fis-4833	114	13	black	black	ADJ
fis-4833	114	14	in	in	ADP
fis-4833	114	15	color	color	NOUN
fis-4833	114	16	)	)	PUNCT
fis-4833	114	17	compressive	compressive	ADJ
fis-4833	114	18	strength	strength	NOUN
fis-4833	114	19	>	>	SYM
fis-4833	114	20	85	85	NUM
fis-4833	114	21	mpa	mpa	NOUN
fis-4833	114	22	in	in	ADP
fis-4833	114	23	7	7	NUM
fis-4833	114	24	days	day	NOUN
fis-4833	114	25	flexural	flexural	ADJ
fis-4833	114	26	tensile	tensile	NOUN
fis-4833	114	27	strength	strength	NOUN
fis-4833	114	28	>	>	X
fis-4833	114	29	25	25	NUM
fis-4833	114	30	mpa	mpa	NOUN
fis-4833	114	31	in	in	ADP
fis-4833	114	32	7	7	NUM
fis-4833	114	33	days	day	NOUN
fis-4833	114	34	bond	bond	NOUN
fis-4833	114	35	strength	strength	NOUN
fis-4833	114	36	tensile	tensile	NOUN
fis-4833	114	37	adhesive	adhesive	ADJ
fis-4833	114	38	strength	strength	NOUN
fis-4833	114	39	>	>	X
fis-4833	114	40	2.5	2.5	NUM
fis-4833	114	41	mpa	mpa	NOUN
fis-4833	114	42	in	in	ADP
fis-4833	114	43	1	1	NUM
fis-4833	114	44	day	day	NOUN
fis-4833	114	45	>	>	X
fis-4833	114	46	18	18	NUM
fis-4833	114	47	mpa	mpa	NOUN
fis-4833	114	48	in	in	ADP
fis-4833	114	49	3	3	NUM
fis-4833	114	50	days	day	NOUN
fis-4833	114	51	pot	pot	NOUN
fis-4833	114	52	life	life	NOUN
fis-4833	114	53	of	of	ADP
fis-4833	114	54	epoxy	epoxy	NOUN
fis-4833	114	55	60	60	NUM
fis-4833	114	56	minutes	minute	NOUN
fis-4833	114	57	at	at	ADP
fis-4833	114	58	ambient	ambient	ADJ
fis-4833	114	59	temperature	temperature	NOUN
fis-4833	114	60	curing	curing	NOUN
fis-4833	114	61	time	time	NOUN
fis-4833	114	62	of	of	ADP
fis-4833	114	63	epoxy	epoxy	NOUN
fis-4833	114	64	ambient	ambient	NOUN
fis-4833	114	65	curing	cure	VERB
fis-4833	114	66	for	for	ADP
fis-4833	114	67	7	7	NUM
fis-4833	114	68	days	day	NOUN
fis-4833	114	69	table	table	NOUN
fis-4833	114	70	3	3	NUM
fis-4833	114	71	:	:	PUNCT
fis-4833	114	72	properties	property	NOUN
fis-4833	114	73	of	of	ADP
fis-4833	114	74	adhesive	adhesive	ADJ
fis-4833	114	75	sikadur	sikadur	NOUN
fis-4833	114	76	30lp	30lp	ADJ
fis-4833	114	77	as	as	ADP
fis-4833	114	78	per	per	ADP
fis-4833	114	79	the	the	DET
fis-4833	114	80	manufacturer	manufacturer	NOUN
fis-4833	114	81	’s	’s	PART
fis-4833	114	82	specifications	specification	NOUN
fis-4833	114	83	[	[	X
fis-4833	114	84	31	31	NUM
fis-4833	114	85	]	]	PUNCT
fis-4833	114	86	.	.	PUNCT
fis-4833	115	1	s.	s.	PROPN
fis-4833	115	2	d.	d.	PROPN
fis-4833	115	3	raiyani	raiyani	PROPN
fis-4833	115	4	et	et	PROPN
fis-4833	115	5	alii	alii	PROPN
fis-4833	115	6	,	,	PUNCT
fis-4833	115	7	frattura	frattura	PROPN
fis-4833	115	8	ed	ed	PROPN
fis-4833	115	9	integrità	integrità	PROPN
fis-4833	115	10	strutturale	strutturale	PROPN
fis-4833	115	11	,	,	PUNCT
fis-4833	115	12	69	69	NUM
fis-4833	115	13	(	(	PUNCT
fis-4833	115	14	2024	2024	NUM
fis-4833	115	15	)	)	PUNCT
fis-4833	115	16	71	71	NUM
fis-4833	115	17	-	-	SYM
fis-4833	115	18	88	88	NUM
fis-4833	115	19	;	;	PUNCT
fis-4833	115	20	doi	doi	NOUN
fis-4833	115	21	:	:	PUNCT
fis-4833	115	22	10.3221	10.3221	NUM
fis-4833	115	23	/	/	SYM
fis-4833	115	24	igf	igf	PROPN
fis-4833	115	25	-	-	ADJ
fis-4833	115	26	esis.69.06	esis.69.06	NOUN
fis-4833	115	27	76	76	NUM
fis-4833	115	28	figure	figure	NOUN
fis-4833	115	29	6	6	NUM
fis-4833	115	30	:	:	PUNCT
fis-4833	115	31	wrapping	wrap	VERB
fis-4833	115	32	configuration	configuration	NOUN
fis-4833	115	33	on	on	ADP
fis-4833	115	34	the	the	DET
fis-4833	115	35	cylindrical	cylindrical	ADJ
fis-4833	115	36	specimen	speciman	NOUN
fis-4833	115	37	and	and	CCONJ
fis-4833	115	38	notations	notation	NOUN
fis-4833	115	39	(	(	PUNCT
fis-4833	115	40	all	all	DET
fis-4833	115	41	dimensions	dimension	NOUN
fis-4833	115	42	are	be	AUX
fis-4833	115	43	in	in	ADP
fis-4833	115	44	mm	mm	PROPN
fis-4833	115	45	)	)	PUNCT
fis-4833	115	46	.	.	PUNCT
fis-4833	116	1	strengthening	strengthen	VERB
fis-4833	116	2	procedure	procedure	NOUN
fis-4833	116	3	a	a	DET
fis-4833	116	4	step	step	NOUN
fis-4833	116	5	-	-	PUNCT
fis-4833	116	6	by	by	ADP
fis-4833	116	7	-	-	PUNCT
fis-4833	116	8	step	step	NOUN
fis-4833	116	9	strengthening	strengthen	VERB
fis-4833	116	10	procedure	procedure	NOUN
fis-4833	116	11	is	be	AUX
fis-4833	116	12	performed	perform	VERB
fis-4833	116	13	to	to	PART
fis-4833	116	14	wrap	wrap	VERB
fis-4833	116	15	sswm	sswm	NOUN
fis-4833	116	16	on	on	ADP
fis-4833	116	17	the	the	DET
fis-4833	116	18	surface	surface	NOUN
fis-4833	116	19	of	of	ADP
fis-4833	116	20	the	the	DET
fis-4833	116	21	concrete	concrete	ADJ
fis-4833	116	22	cylinder	cylinder	NOUN
fis-4833	116	23	with	with	ADP
fis-4833	116	24	the	the	DET
fis-4833	116	25	help	help	NOUN
fis-4833	116	26	of	of	ADP
fis-4833	116	27	bonding	bond	VERB
fis-4833	116	28	epoxy	epoxy	NOUN
fis-4833	116	29	material	material	NOUN
fis-4833	116	30	sikadur	sikadur	VERB
fis-4833	116	31	30	30	NUM
fis-4833	116	32	lp	lp	NOUN
fis-4833	116	33	,	,	PUNCT
fis-4833	116	34	as	as	SCONJ
fis-4833	116	35	shown	show	VERB
fis-4833	116	36	in	in	ADP
fis-4833	116	37	fig	fig	NOUN
fis-4833	116	38	.	.	PUNCT
fis-4833	117	1	7	7	X
fis-4833	117	2	.	.	X
fis-4833	117	3	concrete	concrete	ADJ
fis-4833	117	4	cylinders	cylinder	NOUN
fis-4833	117	5	are	be	AUX
fis-4833	117	6	kept	keep	VERB
fis-4833	117	7	for	for	ADP
fis-4833	117	8	24	24	NUM
fis-4833	117	9	hrs	hrs	NOUN
fis-4833	117	10	surface	surface	NOUN
fis-4833	117	11	dry	dry	ADJ
fis-4833	117	12	after	after	ADP
fis-4833	117	13	proper	proper	ADJ
fis-4833	117	14	28	28	NUM
fis-4833	117	15	days	day	NOUN
fis-4833	117	16	of	of	ADP
fis-4833	117	17	wet	wet	ADJ
fis-4833	117	18	curing	curing	NOUN
fis-4833	117	19	.	.	PUNCT
fis-4833	118	1	before	before	ADP
fis-4833	118	2	wrapping	wrap	VERB
fis-4833	118	3	the	the	DET
fis-4833	118	4	sswm	sswm	NOUN
fis-4833	118	5	strip	strip	NOUN
fis-4833	118	6	,	,	PUNCT
fis-4833	118	7	surface	surface	NOUN
fis-4833	118	8	grinding	grinding	NOUN
fis-4833	118	9	of	of	ADP
fis-4833	118	10	the	the	DET
fis-4833	118	11	concrete	concrete	ADJ
fis-4833	118	12	cylinder	cylinder	NOUN
fis-4833	118	13	is	be	AUX
fis-4833	118	14	performed	perform	VERB
fis-4833	118	15	for	for	ADP
fis-4833	118	16	a	a	DET
fis-4833	118	17	smooth	smooth	ADJ
fis-4833	118	18	surface	surface	NOUN
fis-4833	118	19	without	without	ADP
fis-4833	118	20	any	any	DET
fis-4833	118	21	honeycombs	honeycombs	NOUN
fis-4833	118	22	and	and	CCONJ
fis-4833	118	23	loose	loose	ADJ
fis-4833	118	24	material	material	NOUN
fis-4833	118	25	,	,	PUNCT
fis-4833	118	26	as	as	SCONJ
fis-4833	118	27	shown	show	VERB
fis-4833	118	28	in	in	ADP
fis-4833	118	29	fig	fig	NOUN
fis-4833	118	30	.	.	PUNCT
fis-4833	119	1	7(a	7(a	NUM
fis-4833	119	2	)	)	PUNCT
fis-4833	119	3	.	.	PUNCT
fis-4833	120	1	the	the	DET
fis-4833	120	2	dust	dust	NOUN
fis-4833	120	3	and	and	CCONJ
fis-4833	120	4	dirt	dirt	NOUN
fis-4833	120	5	from	from	ADP
fis-4833	120	6	the	the	DET
fis-4833	120	7	surface	surface	NOUN
fis-4833	120	8	of	of	ADP
fis-4833	120	9	the	the	DET
fis-4833	120	10	cylindrical	cylindrical	ADJ
fis-4833	120	11	specimen	speciman	NOUN
fis-4833	120	12	are	be	AUX
fis-4833	120	13	removed	remove	VERB
fis-4833	120	14	with	with	ADP
fis-4833	120	15	the	the	DET
fis-4833	120	16	help	help	NOUN
fis-4833	120	17	of	of	ADP
fis-4833	120	18	an	an	DET
fis-4833	120	19	air	air	NOUN
fis-4833	120	20	blower	blower	NOUN
fis-4833	120	21	.	.	PUNCT
fis-4833	121	1	then	then	ADV
fis-4833	121	2	,	,	PUNCT
fis-4833	121	3	a	a	DET
fis-4833	121	4	strip	strip	NOUN
fis-4833	121	5	is	be	AUX
fis-4833	121	6	tailored	tailor	VERB
fis-4833	121	7	from	from	ADP
fis-4833	121	8	the	the	DET
fis-4833	121	9	sswm	sswm	NOUN
fis-4833	121	10	roll	roll	NOUN
fis-4833	121	11	as	as	ADP
fis-4833	121	12	per	per	ADP
fis-4833	121	13	the	the	DET
fis-4833	121	14	required	require	VERB
fis-4833	121	15	wrapping	wrapping	NOUN
fis-4833	121	16	configurations	configuration	NOUN
fis-4833	121	17	.	.	PUNCT
fis-4833	122	1	sswm	sswm	NOUN
fis-4833	122	2	wire	wire	NOUN
fis-4833	122	3	along	along	ADP
fis-4833	122	4	the	the	DET
fis-4833	122	5	tailored	tailor	VERB
fis-4833	122	6	edge	edge	NOUN
fis-4833	122	7	should	should	AUX
fis-4833	122	8	not	not	PART
fis-4833	122	9	be	be	AUX
fis-4833	122	10	damaged	damage	VERB
fis-4833	122	11	while	while	SCONJ
fis-4833	122	12	cutting	cut	VERB
fis-4833	122	13	the	the	DET
fis-4833	122	14	sswm	sswm	NOUN
fis-4833	122	15	strip	strip	NOUN
fis-4833	122	16	from	from	ADP
fis-4833	122	17	the	the	DET
fis-4833	122	18	sswm	sswm	NOUN
fis-4833	122	19	roll	roll	NOUN
fis-4833	122	20	.	.	PUNCT
fis-4833	123	1	marking	mark	VERB
fis-4833	123	2	on	on	ADP
fis-4833	123	3	the	the	DET
fis-4833	123	4	concrete	concrete	ADJ
fis-4833	123	5	cylinder	cylinder	NOUN
fis-4833	123	6	is	be	AUX
fis-4833	123	7	made	make	VERB
fis-4833	123	8	to	to	PART
fis-4833	123	9	apply	apply	VERB
fis-4833	123	10	sswm	sswm	NOUN
fis-4833	123	11	.	.	PUNCT
fis-4833	124	1	the	the	DET
fis-4833	124	2	resin	resin	NOUN
fis-4833	124	3	and	and	CCONJ
fis-4833	124	4	hardener	hardener	NOUN
fis-4833	124	5	of	of	ADP
fis-4833	124	6	sikadur	sikadur	ADJ
fis-4833	124	7	30lp	30lp	NOUN
fis-4833	124	8	are	be	AUX
fis-4833	124	9	blended	blend	VERB
fis-4833	124	10	in	in	ADP
fis-4833	124	11	a	a	DET
fis-4833	124	12	3:1	3:1	NUM
fis-4833	124	13	ratio	ratio	NOUN
fis-4833	124	14	for	for	ADP
fis-4833	124	15	about	about	ADV
fis-4833	124	16	three	three	NUM
fis-4833	124	17	minutes	minute	NOUN
fis-4833	124	18	with	with	ADP
fis-4833	124	19	a	a	DET
fis-4833	124	20	slow	slow	ADJ
fis-4833	124	21	-	-	PUNCT
fis-4833	124	22	speed	speed	NOUN
fis-4833	124	23	stirrer	stirrer	NOUN
fis-4833	124	24	till	till	SCONJ
fis-4833	124	25	the	the	DET
fis-4833	124	26	epoxy	epoxy	NOUN
fis-4833	124	27	converts	convert	NOUN
fis-4833	124	28	to	to	ADP
fis-4833	124	29	a	a	DET
fis-4833	124	30	uniform	uniform	ADJ
fis-4833	124	31	grey	grey	NOUN
fis-4833	124	32	colour	colour	NOUN
fis-4833	124	33	and	and	CCONJ
fis-4833	124	34	is	be	AUX
fis-4833	124	35	consistent	consistent	ADJ
fis-4833	124	36	.	.	PUNCT
fis-4833	125	1	the	the	DET
fis-4833	125	2	sikadur	sikadur	ADJ
fis-4833	125	3	30lp	30lp	NOUN
fis-4833	125	4	is	be	AUX
fis-4833	125	5	applied	apply	VERB
fis-4833	125	6	first	first	ADV
fis-4833	125	7	on	on	ADP
fis-4833	125	8	the	the	DET
fis-4833	125	9	concrete	concrete	ADJ
fis-4833	125	10	cylinder	cylinder	NOUN
fis-4833	125	11	surface	surface	NOUN
fis-4833	125	12	with	with	ADP
fis-4833	125	13	nearly	nearly	ADV
fis-4833	125	14	2	2	NUM
fis-4833	125	15	mm	mm	NOUN
fis-4833	125	16	thickness	thickness	NOUN
fis-4833	125	17	using	use	VERB
fis-4833	125	18	a	a	DET
fis-4833	125	19	steel	steel	NOUN
fis-4833	125	20	plate	plate	NOUN
fis-4833	125	21	,	,	PUNCT
fis-4833	125	22	as	as	SCONJ
fis-4833	125	23	shown	show	VERB
fis-4833	125	24	in	in	ADP
fis-4833	125	25	fig	fig	NOUN
fis-4833	125	26	.	.	PUNCT
fis-4833	126	1	7(b	7(b	X
fis-4833	126	2	)	)	PUNCT
fis-4833	126	3	.	.	PUNCT
fis-4833	127	1	the	the	DET
fis-4833	127	2	required	require	VERB
fis-4833	127	3	size	size	NOUN
fis-4833	127	4	of	of	ADP
fis-4833	127	5	the	the	DET
fis-4833	127	6	sswm	sswm	NOUN
fis-4833	127	7	strip	strip	NOUN
fis-4833	127	8	is	be	AUX
fis-4833	127	9	cut	cut	VERB
fis-4833	127	10	before	before	ADP
fis-4833	127	11	being	be	AUX
fis-4833	127	12	placed	place	VERB
fis-4833	127	13	on	on	ADP
fis-4833	127	14	the	the	DET
fis-4833	127	15	recently	recently	ADV
fis-4833	127	16	applied	apply	VERB
fis-4833	127	17	sikadur	sikadur	ADJ
fis-4833	127	18	30lp	30lp	ADJ
fis-4833	127	19	epoxy	epoxy	NOUN
fis-4833	127	20	and	and	CCONJ
fis-4833	127	21	gently	gently	ADV
fis-4833	127	22	pressed	press	VERB
fis-4833	127	23	to	to	PART
fis-4833	127	24	achieve	achieve	VERB
fis-4833	127	25	correct	correct	ADJ
fis-4833	127	26	alignment	alignment	NOUN
fis-4833	127	27	and	and	CCONJ
fis-4833	127	28	installation	installation	NOUN
fis-4833	127	29	without	without	ADP
fis-4833	127	30	air	air	NOUN
fis-4833	127	31	voids	voids	NOUN
fis-4833	127	32	,	,	PUNCT
fis-4833	127	33	as	as	SCONJ
fis-4833	127	34	shown	show	VERB
fis-4833	127	35	in	in	ADP
fis-4833	127	36	fig	fig	NOUN
fis-4833	127	37	.	.	PUNCT
fis-4833	128	1	7(c	7(c	NUM
fis-4833	128	2	)	)	PUNCT
fis-4833	128	3	.	.	PUNCT
fis-4833	129	1	the	the	DET
fis-4833	129	2	sswm	sswm	NOUN
fis-4833	129	3	strip	strip	NOUN
fis-4833	129	4	is	be	AUX
fis-4833	129	5	wrapped	wrap	VERB
fis-4833	129	6	on	on	ADP
fis-4833	129	7	the	the	DET
fis-4833	129	8	circumference	circumference	NOUN
fis-4833	129	9	of	of	ADP
fis-4833	129	10	the	the	DET
fis-4833	129	11	cylinder	cylinder	NOUN
fis-4833	129	12	by	by	ADP
fis-4833	129	13	keeping	keep	VERB
fis-4833	129	14	an	an	DET
fis-4833	129	15	overlap	overlap	NOUN
fis-4833	129	16	zone	zone	NOUN
fis-4833	129	17	of	of	ADP
fis-4833	129	18	50	50	NUM
fis-4833	129	19	mm	mm	NOUN
fis-4833	129	20	to	to	PART
fis-4833	129	21	ensure	ensure	VERB
fis-4833	129	22	the	the	DET
fis-4833	129	23	proper	proper	ADJ
fis-4833	129	24	bonding	bonding	NOUN
fis-4833	129	25	and	and	CCONJ
fis-4833	129	26	avoid	avoid	VERB
fis-4833	129	27	sliding	slide	VERB
fis-4833	129	28	or	or	CCONJ
fis-4833	129	29	debonding	debonding	NOUN
fis-4833	129	30	of	of	ADP
fis-4833	129	31	sswm	sswm	NOUN
fis-4833	129	32	strips	strip	NOUN
fis-4833	129	33	[	[	X
fis-4833	129	34	32	32	NUM
fis-4833	129	35	]	]	PUNCT
fis-4833	129	36	.	.	PUNCT
fis-4833	130	1	to	to	PART
fis-4833	130	2	prepare	prepare	VERB
fis-4833	130	3	the	the	DET
fis-4833	130	4	smooth	smooth	ADJ
fis-4833	130	5	and	and	CCONJ
fis-4833	130	6	level	level	NOUN
fis-4833	130	7	surface	surface	NOUN
fis-4833	130	8	,	,	PUNCT
fis-4833	130	9	the	the	DET
fis-4833	130	10	sswm	sswm	NOUN
fis-4833	130	11	strip	strip	NOUN
fis-4833	130	12	is	be	AUX
fis-4833	130	13	covered	cover	VERB
fis-4833	130	14	with	with	ADP
fis-4833	130	15	the	the	DET
fis-4833	130	16	final	final	ADJ
fis-4833	130	17	coat	coat	NOUN
fis-4833	130	18	of	of	ADP
fis-4833	130	19	sikadur	sikadur	ADJ
fis-4833	130	20	30lp	30lp	NOUN
fis-4833	130	21	,	,	PUNCT
fis-4833	130	22	with	with	ADP
fis-4833	130	23	nearly	nearly	ADV
fis-4833	130	24	1	1	NUM
fis-4833	130	25	to	to	PART
fis-4833	130	26	2	2	NUM
fis-4833	130	27	mm	mm	NOUN
fis-4833	130	28	thick	thick	ADJ
fis-4833	130	29	,	,	PUNCT
fis-4833	130	30	as	as	SCONJ
fis-4833	130	31	shown	show	VERB
fis-4833	130	32	in	in	ADP
fis-4833	130	33	fig.7	fig.7	ADJ
fis-4833	130	34	(	(	PUNCT
fis-4833	130	35	d	d	NOUN
fis-4833	130	36	)	)	PUNCT
fis-4833	130	37	.	.	PUNCT
fis-4833	131	1	(	(	PUNCT
fis-4833	131	2	a	a	X
fis-4833	131	3	)	)	PUNCT
fis-4833	131	4	grinded	grind	VERB
fis-4833	131	5	cylinder	cylinder	NOUN
fis-4833	131	6	(	(	PUNCT
fis-4833	131	7	b	b	NOUN
fis-4833	131	8	)	)	PUNCT
fis-4833	131	9	first	first	ADJ
fis-4833	131	10	layer	layer	NOUN
fis-4833	131	11	of	of	ADP
fis-4833	131	12	adhesive	adhesive	ADJ
fis-4833	131	13	(	(	PUNCT
fis-4833	131	14	c	c	NOUN
fis-4833	131	15	)	)	PUNCT
fis-4833	131	16	wrapping	wrap	VERB
fis-4833	131	17	with	with	ADP
fis-4833	131	18	sswm	sswm	NOUN
fis-4833	131	19	(	(	PUNCT
fis-4833	131	20	d	d	X
fis-4833	131	21	)	)	PUNCT
fis-4833	131	22	final	final	ADJ
fis-4833	131	23	layer	layer	NOUN
fis-4833	131	24	of	of	ADP
fis-4833	131	25	adhesive	adhesive	ADJ
fis-4833	131	26	figure	figure	NOUN
fis-4833	131	27	7	7	NUM
fis-4833	131	28	:	:	PUNCT
fis-4833	131	29	strengthening	strengthen	VERB
fis-4833	131	30	procedure	procedure	NOUN
fis-4833	131	31	of	of	ADP
fis-4833	131	32	the	the	DET
fis-4833	131	33	concrete	concrete	ADJ
fis-4833	131	34	cylinder	cylinder	NOUN
fis-4833	131	35	.	.	PUNCT
fis-4833	132	1	s.	s.	PROPN
fis-4833	132	2	d.	d.	PROPN
fis-4833	132	3	raiyani	raiyani	PROPN
fis-4833	132	4	et	et	PROPN
fis-4833	132	5	alii	alii	PROPN
fis-4833	132	6	,	,	PUNCT
fis-4833	132	7	frattura	frattura	PROPN
fis-4833	132	8	ed	ed	PROPN
fis-4833	132	9	integrità	integrità	PROPN
fis-4833	132	10	strutturale	strutturale	PROPN
fis-4833	132	11	,	,	PUNCT
fis-4833	132	12	69	69	NUM
fis-4833	132	13	(	(	PUNCT
fis-4833	132	14	2024	2024	NUM
fis-4833	132	15	)	)	PUNCT
fis-4833	132	16	71	71	NUM
fis-4833	132	17	-	-	SYM
fis-4833	132	18	88	88	NUM
fis-4833	132	19	;	;	PUNCT
fis-4833	132	20	doi	doi	NOUN
fis-4833	132	21	:	:	PUNCT
fis-4833	132	22	10.3221	10.3221	NUM
fis-4833	132	23	/	/	SYM
fis-4833	132	24	igf	igf	PROPN
fis-4833	132	25	-	-	PUNCT
fis-4833	132	26	esis.69.06	esis.69.06	NOUN
fis-4833	132	27	77	77	NUM
fis-4833	132	28	test	test	NOUN
fis-4833	132	29	procedure	procedure	NOUN
fis-4833	132	30	and	and	CCONJ
fis-4833	132	31	instrumentation	instrumentation	NOUN
fis-4833	132	32	the	the	DET
fis-4833	132	33	experimental	experimental	ADJ
fis-4833	132	34	study	study	NOUN
fis-4833	132	35	on	on	ADP
fis-4833	132	36	the	the	DET
fis-4833	132	37	cylinders	cylinder	NOUN
fis-4833	132	38	is	be	AUX
fis-4833	132	39	being	be	AUX
fis-4833	132	40	conducted	conduct	VERB
fis-4833	132	41	at	at	ADP
fis-4833	132	42	the	the	DET
fis-4833	132	43	heavy	heavy	ADJ
fis-4833	132	44	structures	structure	NOUN
fis-4833	132	45	laboratory	laboratory	NOUN
fis-4833	132	46	of	of	ADP
fis-4833	132	47	nirma	nirma	PROPN
fis-4833	132	48	university	university	NOUN
fis-4833	132	49	.	.	PUNCT
fis-4833	133	1	the	the	DET
fis-4833	133	2	compression	compression	NOUN
fis-4833	133	3	test	test	NOUN
fis-4833	133	4	for	for	ADP
fis-4833	133	5	all	all	DET
fis-4833	133	6	the	the	DET
fis-4833	133	7	specimens	specimen	NOUN
fis-4833	133	8	is	be	AUX
fis-4833	133	9	conducted	conduct	VERB
fis-4833	133	10	using	use	VERB
fis-4833	133	11	a	a	DET
fis-4833	133	12	hydraulic	hydraulic	ADJ
fis-4833	133	13	compression	compression	NOUN
fis-4833	133	14	testing	testing	NOUN
fis-4833	133	15	machine	machine	NOUN
fis-4833	133	16	with	with	ADP
fis-4833	133	17	a	a	DET
fis-4833	133	18	capacity	capacity	NOUN
fis-4833	133	19	of	of	ADP
fis-4833	133	20	3000	3000	NUM
fis-4833	133	21	kn	kn	NOUN
fis-4833	133	22	.	.	PROPN
fis-4833	134	1	two	two	NUM
fis-4833	134	2	steel	steel	NOUN
fis-4833	134	3	plates	plate	NOUN
fis-4833	134	4	on	on	ADP
fis-4833	134	5	both	both	DET
fis-4833	134	6	end	end	NOUN
fis-4833	134	7	surfaces	surface	NOUN
fis-4833	134	8	of	of	ADP
fis-4833	134	9	the	the	DET
fis-4833	134	10	concrete	concrete	ADJ
fis-4833	134	11	cylinder	cylinder	NOUN
fis-4833	134	12	are	be	AUX
fis-4833	134	13	positioned	position	VERB
fis-4833	134	14	in	in	ADP
fis-4833	134	15	such	such	DET
fis-4833	134	16	a	a	DET
fis-4833	134	17	way	way	NOUN
fis-4833	134	18	as	as	SCONJ
fis-4833	134	19	to	to	PART
fis-4833	134	20	achieve	achieve	VERB
fis-4833	134	21	consistent	consistent	ADJ
fis-4833	134	22	loading	loading	NOUN
fis-4833	134	23	.	.	PUNCT
fis-4833	135	1	load	load	NOUN
fis-4833	135	2	cell	cell	NOUN
fis-4833	135	3	and	and	CCONJ
fis-4833	135	4	lvdt	lvdt	PROPN
fis-4833	135	5	are	be	AUX
fis-4833	135	6	used	use	VERB
fis-4833	135	7	to	to	PART
fis-4833	135	8	measure	measure	VERB
fis-4833	135	9	the	the	DET
fis-4833	135	10	load	load	NOUN
fis-4833	135	11	on	on	ADP
fis-4833	135	12	specimens	specimen	NOUN
fis-4833	135	13	and	and	CCONJ
fis-4833	135	14	deformation	deformation	NOUN
fis-4833	135	15	of	of	ADP
fis-4833	135	16	the	the	DET
fis-4833	135	17	specimens	specimen	NOUN
fis-4833	135	18	,	,	PUNCT
fis-4833	135	19	respectively	respectively	ADV
fis-4833	135	20	,	,	PUNCT
fis-4833	135	21	as	as	SCONJ
fis-4833	135	22	shown	show	VERB
fis-4833	135	23	in	in	ADP
fis-4833	135	24	fig	fig	NOUN
fis-4833	135	25	.	.	PUNCT
fis-4833	136	1	8	8	X
fis-4833	136	2	.	.	PUNCT
fis-4833	137	1	the	the	DET
fis-4833	137	2	compressive	compressive	ADJ
fis-4833	137	3	load	load	NOUN
fis-4833	137	4	is	be	AUX
fis-4833	137	5	applied	apply	VERB
fis-4833	137	6	at	at	ADP
fis-4833	137	7	a	a	DET
fis-4833	137	8	rate	rate	NOUN
fis-4833	137	9	of	of	ADP
fis-4833	137	10	4.04	4.04	NUM
fis-4833	137	11	kn	kn	PROPN
fis-4833	137	12	/	/	SYM
fis-4833	137	13	sec	sec	PROPN
fis-4833	137	14	as	as	ADP
fis-4833	137	15	per	per	ADV
fis-4833	137	16	is	be	AUX
fis-4833	137	17	516	516	NUM
fis-4833	137	18	–	–	PUNCT
fis-4833	137	19	2021	2021	NUM
fis-4833	137	20	[	[	X
fis-4833	137	21	24	24	NUM
fis-4833	137	22	]	]	PUNCT
fis-4833	137	23	.	.	PUNCT
fis-4833	138	1	two	two	NUM
fis-4833	138	2	pairs	pair	NOUN
fis-4833	138	3	of	of	ADP
fis-4833	138	4	5	5	NUM
fis-4833	138	5	mm	mm	PROPN
fis-4833	138	6	electric	electric	ADJ
fis-4833	138	7	resistance	resistance	NOUN
fis-4833	138	8	strain	strain	NOUN
fis-4833	138	9	gauges	gauge	NOUN
fis-4833	138	10	have	have	AUX
fis-4833	138	11	been	be	AUX
fis-4833	138	12	attached	attach	VERB
fis-4833	138	13	to	to	PART
fis-4833	138	14	partially	partially	ADV
fis-4833	138	15	wrapped	wrap	VERB
fis-4833	138	16	concrete	concrete	ADJ
fis-4833	138	17	cylinders	cylinder	NOUN
fis-4833	138	18	.	.	PUNCT
fis-4833	139	1	fig	fig	NOUN
fis-4833	139	2	.	.	PUNCT
fis-4833	140	1	6	6	NUM
fis-4833	140	2	shows	show	VERB
fis-4833	140	3	two	two	NUM
fis-4833	140	4	strain	strain	NOUN
fis-4833	140	5	gauges	gauge	NOUN
fis-4833	140	6	,	,	PUNCT
fis-4833	140	7	one	one	NUM
fis-4833	140	8	strain	strain	NOUN
fis-4833	140	9	gauge	gauge	NOUN
fis-4833	140	10	in	in	ADP
fis-4833	140	11	the	the	DET
fis-4833	140	12	axial	axial	NOUN
fis-4833	140	13	and	and	CCONJ
fis-4833	140	14	the	the	DET
fis-4833	140	15	other	other	ADJ
fis-4833	140	16	in	in	ADP
fis-4833	140	17	the	the	DET
fis-4833	140	18	circumferential	circumferential	ADJ
fis-4833	140	19	direction	direction	NOUN
fis-4833	140	20	.	.	PUNCT
fis-4833	141	1	these	these	DET
fis-4833	141	2	strain	strain	NOUN
fis-4833	141	3	gauges	gauge	NOUN
fis-4833	141	4	are	be	AUX
fis-4833	141	5	mounted	mount	VERB
fis-4833	141	6	at	at	ADP
fis-4833	141	7	the	the	DET
fis-4833	141	8	centre	centre	NOUN
fis-4833	141	9	of	of	ADP
fis-4833	141	10	sswm	sswm	NOUN
fis-4833	141	11	strips	strip	NOUN
fis-4833	141	12	in	in	ADP
fis-4833	141	13	such	such	DET
fis-4833	141	14	a	a	DET
fis-4833	141	15	way	way	NOUN
fis-4833	141	16	that	that	PRON
fis-4833	141	17	they	they	PRON
fis-4833	141	18	are	be	AUX
fis-4833	141	19	adequately	adequately	ADV
fis-4833	141	20	spaced	space	VERB
fis-4833	141	21	and	and	CCONJ
fis-4833	141	22	away	away	ADV
fis-4833	141	23	from	from	ADP
fis-4833	141	24	the	the	DET
fis-4833	141	25	overlap	overlap	NOUN
fis-4833	141	26	zone	zone	NOUN
fis-4833	141	27	to	to	PART
fis-4833	141	28	study	study	VERB
fis-4833	141	29	the	the	DET
fis-4833	141	30	axial	axial	ADJ
fis-4833	141	31	and	and	CCONJ
fis-4833	141	32	hoop	hoop	NOUN
fis-4833	141	33	strain	strain	NOUN
fis-4833	141	34	distribution	distribution	NOUN
fis-4833	141	35	of	of	ADP
fis-4833	141	36	the	the	DET
fis-4833	141	37	sswm	sswm	NOUN
fis-4833	141	38	strip	strip	NOUN
fis-4833	141	39	as	as	SCONJ
fis-4833	141	40	shown	show	VERB
fis-4833	141	41	in	in	ADP
fis-4833	141	42	fig	fig	NOUN
fis-4833	141	43	.	.	PUNCT
fis-4833	142	1	6	6	NUM
fis-4833	142	2	and	and	CCONJ
fis-4833	142	3	fig	fig	NOUN
fis-4833	142	4	.	.	PUNCT
fis-4833	143	1	8	8	NUM
fis-4833	143	2	.	.	PUNCT
fis-4833	144	1	while	while	SCONJ
fis-4833	144	2	fully	fully	ADV
fis-4833	144	3	sswm	sswm	NOUN
fis-4833	144	4	-	-	PUNCT
fis-4833	144	5	wrapped	wrap	VERB
fis-4833	144	6	specimens	specimen	NOUN
fis-4833	144	7	and	and	CCONJ
fis-4833	144	8	unconfined	unconfined	ADJ
fis-4833	144	9	specimens	specimen	NOUN
fis-4833	144	10	,	,	PUNCT
fis-4833	144	11	one	one	NUM
fis-4833	144	12	pair	pair	NOUN
fis-4833	144	13	of	of	ADP
fis-4833	144	14	90	90	NUM
fis-4833	144	15	mm	mm	NOUN
fis-4833	144	16	electrical	electrical	ADJ
fis-4833	144	17	resistance	resistance	NOUN
fis-4833	144	18	strain	strain	NOUN
fis-4833	144	19	gauges	gauge	NOUN
fis-4833	144	20	is	be	AUX
fis-4833	144	21	mounted	mount	VERB
fis-4833	144	22	at	at	ADP
fis-4833	144	23	the	the	DET
fis-4833	144	24	centre	centre	NOUN
fis-4833	144	25	of	of	ADP
fis-4833	144	26	the	the	DET
fis-4833	144	27	specimens	specimen	NOUN
fis-4833	144	28	,	,	PUNCT
fis-4833	144	29	as	as	SCONJ
fis-4833	144	30	shown	show	VERB
fis-4833	144	31	in	in	ADP
fis-4833	144	32	fig	fig	NOUN
fis-4833	144	33	.	.	PUNCT
fis-4833	145	1	8	8	NUM
fis-4833	145	2	.	.	X
fis-4833	146	1	a	a	DET
fis-4833	146	2	data	datum	NOUN
fis-4833	146	3	taker	taker	NOUN
fis-4833	146	4	dt80	dt80	PROPN
fis-4833	146	5	system	system	NOUN
fis-4833	146	6	is	be	AUX
fis-4833	146	7	utilised	utilise	VERB
fis-4833	146	8	to	to	PART
fis-4833	146	9	record	record	VERB
fis-4833	146	10	the	the	DET
fis-4833	146	11	measured	measure	VERB
fis-4833	146	12	quantities	quantity	NOUN
fis-4833	146	13	of	of	ADP
fis-4833	146	14	various	various	ADJ
fis-4833	146	15	sensors	sensor	NOUN
fis-4833	146	16	such	such	ADJ
fis-4833	146	17	as	as	ADP
fis-4833	146	18	load	load	NOUN
fis-4833	146	19	cell	cell	NOUN
fis-4833	146	20	,	,	PUNCT
fis-4833	146	21	lvdt	lvdt	PROPN
fis-4833	146	22	,	,	PUNCT
fis-4833	146	23	and	and	CCONJ
fis-4833	146	24	strain	strain	VERB
fis-4833	146	25	gauges	gauge	NOUN
fis-4833	146	26	into	into	ADP
fis-4833	146	27	a	a	DET
fis-4833	146	28	computer	computer	NOUN
fis-4833	146	29	at	at	ADP
fis-4833	146	30	every	every	DET
fis-4833	146	31	second	second	ADJ
fis-4833	146	32	,	,	PUNCT
fis-4833	146	33	as	as	SCONJ
fis-4833	146	34	shown	show	VERB
fis-4833	146	35	in	in	ADP
fis-4833	146	36	fig	fig	NOUN
fis-4833	146	37	.	.	PUNCT
fis-4833	147	1	8	8	X
fis-4833	147	2	.	.	X
fis-4833	147	3	location	location	NOUN
fis-4833	147	4	of	of	ADP
fis-4833	147	5	strain	strain	ADJ
fis-4833	147	6	gauge	gauge	NOUN
fis-4833	147	7	1	1	NUM
fis-4833	147	8	)	)	PUNCT
fis-4833	147	9	compression	compression	NOUN
fis-4833	147	10	testing	testing	NOUN
fis-4833	147	11	machine	machine	NOUN
fis-4833	147	12	2	2	NUM
fis-4833	147	13	)	)	PUNCT
fis-4833	147	14	load	load	NOUN
fis-4833	147	15	cell	cell	NOUN
fis-4833	147	16	3	3	NUM
fis-4833	147	17	)	)	PUNCT
fis-4833	147	18	lvdt	lvdt	NOUN
fis-4833	147	19	4	4	NUM
fis-4833	147	20	)	)	PUNCT
fis-4833	147	21	strain	strain	NOUN
fis-4833	147	22	gauges	gauge	VERB
fis-4833	147	23	5	5	NUM
fis-4833	147	24	)	)	PUNCT
fis-4833	147	25	test	test	NOUN
fis-4833	147	26	specimen	speciman	NOUN
fis-4833	147	27	6	6	NUM
fis-4833	147	28	)	)	PUNCT
fis-4833	147	29	data	datum	NOUN
fis-4833	147	30	taker	taker	NOUN
fis-4833	147	31	dt80	dt80	PROPN
fis-4833	147	32	7	7	NUM
fis-4833	147	33	)	)	PUNCT
fis-4833	147	34	laptop	laptop	NOUN
fis-4833	147	35	to	to	PART
fis-4833	147	36	receive	receive	VERB
fis-4833	147	37	data	datum	NOUN
fis-4833	147	38	from	from	ADP
fis-4833	147	39	data	datum	NOUN
fis-4833	147	40	taker	taker	NOUN
fis-4833	147	41	dt80	dt80	PROPN
fis-4833	147	42	and	and	CCONJ
fis-4833	147	43	store	store	NOUN
fis-4833	147	44	figure	figure	NOUN
fis-4833	147	45	8	8	NUM
fis-4833	147	46	:	:	PUNCT
fis-4833	147	47	test	test	NOUN
fis-4833	147	48	setup	setup	NOUN
fis-4833	147	49	for	for	ADP
fis-4833	147	50	compression	compression	NOUN
fis-4833	147	51	test	test	NOUN
fis-4833	147	52	.	.	PUNCT
fis-4833	148	1	experimental	experimental	ADJ
fis-4833	148	2	results	result	NOUN
fis-4833	148	3	and	and	CCONJ
fis-4833	148	4	discussion	discussion	NOUN
fis-4833	148	5	he	he	PRON
fis-4833	148	6	stress	stress	NOUN
fis-4833	148	7	-	-	PUNCT
fis-4833	148	8	strain	strain	NOUN
fis-4833	148	9	behaviour	behaviour	NOUN
fis-4833	148	10	and	and	CCONJ
fis-4833	148	11	failure	failure	NOUN
fis-4833	148	12	mode	mode	NOUN
fis-4833	148	13	for	for	ADP
fis-4833	148	14	the	the	DET
fis-4833	148	15	sswm	sswm	NOUN
fis-4833	148	16	confined	confine	VERB
fis-4833	148	17	cylinders	cylinder	NOUN
fis-4833	148	18	observed	observe	VERB
fis-4833	148	19	during	during	ADP
fis-4833	148	20	the	the	DET
fis-4833	148	21	experiment	experiment	NOUN
fis-4833	148	22	are	be	AUX
fis-4833	148	23	explained	explain	VERB
fis-4833	148	24	in	in	ADP
fis-4833	148	25	subsequent	subsequent	ADJ
fis-4833	148	26	sections	section	NOUN
fis-4833	148	27	.	.	PUNCT
fis-4833	149	1	the	the	DET
fis-4833	149	2	specimen	speciman	NOUN
fis-4833	149	3	is	be	AUX
fis-4833	149	4	categorised	categorise	VERB
fis-4833	149	5	as	as	ADP
fis-4833	149	6	a	a	DET
fis-4833	149	7	short	short	ADJ
fis-4833	149	8	column	column	NOUN
fis-4833	149	9	with	with	ADP
fis-4833	149	10	a	a	DET
fis-4833	149	11	slenderness	slenderness	ADJ
fis-4833	149	12	ratio	ratio	NOUN
fis-4833	149	13	of	of	ADP
fis-4833	149	14	two	two	NUM
fis-4833	149	15	,	,	PUNCT
fis-4833	149	16	so	so	SCONJ
fis-4833	149	17	that	that	SCONJ
fis-4833	149	18	the	the	DET
fis-4833	149	19	slenderness	slenderness	NOUN
fis-4833	149	20	does	do	AUX
fis-4833	149	21	not	not	PART
fis-4833	149	22	affect	affect	VERB
fis-4833	149	23	the	the	DET
fis-4833	149	24	test	test	NOUN
fis-4833	149	25	results	result	NOUN
fis-4833	149	26	.	.	PUNCT
fis-4833	150	1	axial	axial	ADJ
fis-4833	150	2	compressive	compressive	ADJ
fis-4833	150	3	load	load	NOUN
fis-4833	150	4	vs.	vs.	ADP
fis-4833	150	5	strain	strain	NOUN
fis-4833	150	6	behaviour	behaviour	NOUN
fis-4833	150	7	of	of	ADP
fis-4833	150	8	specimens	specimen	NOUN
fis-4833	150	9	the	the	DET
fis-4833	150	10	graph	graph	NOUN
fis-4833	150	11	in	in	ADP
fis-4833	150	12	fig	fig	NOUN
fis-4833	150	13	.	.	PUNCT
fis-4833	151	1	9	9	NUM
fis-4833	151	2	illustrates	illustrate	VERB
fis-4833	151	3	the	the	DET
fis-4833	151	4	relationship	relationship	NOUN
fis-4833	151	5	between	between	ADP
fis-4833	151	6	axial	axial	ADJ
fis-4833	151	7	compressive	compressive	ADJ
fis-4833	151	8	load	load	NOUN
fis-4833	151	9	and	and	CCONJ
fis-4833	151	10	strain	strain	VERB
fis-4833	151	11	for	for	ADP
fis-4833	151	12	both	both	DET
fis-4833	151	13	confined	confine	VERB
fis-4833	151	14	and	and	CCONJ
fis-4833	151	15	unconfined	unconfined	ADJ
fis-4833	151	16	concrete	concrete	ADJ
fis-4833	151	17	cylinders	cylinder	NOUN
fis-4833	151	18	.	.	PUNCT
fis-4833	152	1	due	due	ADP
fis-4833	152	2	to	to	ADP
fis-4833	152	3	damage	damage	NOUN
fis-4833	152	4	to	to	ADP
fis-4833	152	5	a	a	DET
fis-4833	152	6	few	few	ADJ
fis-4833	152	7	strain	strain	NOUN
fis-4833	152	8	gauges	gauge	NOUN
fis-4833	152	9	during	during	ADP
fis-4833	152	10	testing	testing	NOUN
fis-4833	152	11	,	,	PUNCT
fis-4833	152	12	only	only	ADV
fis-4833	152	13	one	one	NUM
fis-4833	152	14	pair	pair	NOUN
fis-4833	152	15	of	of	ADP
fis-4833	152	16	strain	strain	NOUN
fis-4833	152	17	gauge	gauge	NOUN
fis-4833	152	18	results	result	NOUN
fis-4833	152	19	for	for	ADP
fis-4833	152	20	each	each	DET
fis-4833	152	21	t	t	NOUN
fis-4833	152	22	3	3	NUM
fis-4833	152	23	2	2	NUM
fis-4833	152	24	6	6	NUM
fis-4833	152	25	1	1	NUM
fis-4833	152	26	4	4	NUM
fis-4833	152	27	7	7	NUM
fis-4833	152	28	5	5	NUM
fis-4833	152	29	4	4	NUM
fis-4833	152	30	4	4	NUM
fis-4833	152	31	s.	s.	PROPN
fis-4833	152	32	d.	d.	PROPN
fis-4833	152	33	raiyani	raiyani	PROPN
fis-4833	152	34	et	et	PROPN
fis-4833	152	35	alii	alii	PROPN
fis-4833	152	36	,	,	PUNCT
fis-4833	152	37	frattura	frattura	PROPN
fis-4833	152	38	ed	ed	PROPN
fis-4833	152	39	integrità	integrità	PROPN
fis-4833	152	40	strutturale	strutturale	PROPN
fis-4833	152	41	,	,	PUNCT
fis-4833	152	42	69	69	NUM
fis-4833	152	43	(	(	PUNCT
fis-4833	152	44	2024	2024	NUM
fis-4833	152	45	)	)	PUNCT
fis-4833	152	46	71	71	NUM
fis-4833	152	47	-	-	SYM
fis-4833	152	48	88	88	NUM
fis-4833	152	49	;	;	PUNCT
fis-4833	152	50	doi	doi	NOUN
fis-4833	152	51	:	:	PUNCT
fis-4833	152	52	10.3221	10.3221	NUM
fis-4833	152	53	/	/	SYM
fis-4833	152	54	igf	igf	PROPN
fis-4833	152	55	-	-	PUNCT
fis-4833	152	56	esis.69.06	esis.69.06	NOUN
fis-4833	152	57	78	78	NUM
fis-4833	152	58	specimen	speciman	NOUN
fis-4833	152	59	is	be	AUX
fis-4833	152	60	depicted	depict	VERB
fis-4833	152	61	in	in	ADP
fis-4833	152	62	fig	fig	NOUN
fis-4833	152	63	.	.	PUNCT
fis-4833	153	1	9	9	X
fis-4833	153	2	.	.	X
fis-4833	153	3	tab	tab	NOUN
fis-4833	153	4	.	.	PUNCT
fis-4833	153	5	4	4	NUM
fis-4833	153	6	provides	provide	VERB
fis-4833	153	7	comprehensive	comprehensive	ADJ
fis-4833	153	8	test	test	NOUN
fis-4833	153	9	results	result	NOUN
fis-4833	153	10	for	for	ADP
fis-4833	153	11	all	all	DET
fis-4833	153	12	specimens	specimen	NOUN
fis-4833	153	13	,	,	PUNCT
fis-4833	153	14	presenting	present	VERB
fis-4833	153	15	key	key	ADJ
fis-4833	153	16	parameters	parameter	NOUN
fis-4833	153	17	such	such	ADJ
fis-4833	153	18	as	as	ADP
fis-4833	153	19	maximum	maximum	ADJ
fis-4833	153	20	axial	axial	ADJ
fis-4833	153	21	load	load	NOUN
fis-4833	153	22	(	(	PUNCT
fis-4833	153	23	pu	pu	PROPN
fis-4833	153	24	)	)	PUNCT
fis-4833	153	25	,	,	PUNCT
fis-4833	153	26	maximum	maximum	ADJ
fis-4833	153	27	axial	axial	ADJ
fis-4833	153	28	stress	stress	NOUN
fis-4833	153	29	(	(	PUNCT
fis-4833	153	30	'	'	PUNCT
fis-4833	153	31	ccf	ccf	NOUN
fis-4833	153	32	)	)	PUNCT
fis-4833	153	33	,	,	PUNCT
fis-4833	153	34	and	and	CCONJ
fis-4833	153	35	corresponding	corresponding	ADJ
fis-4833	153	36	axial	axial	ADJ
fis-4833	153	37	(	(	PUNCT
fis-4833	153	38	cc	cc	X
fis-4833	153	39	)	)	PUNCT
fis-4833	153	40	and	and	CCONJ
fis-4833	153	41	hoop	hoop	NOUN
fis-4833	153	42	(	(	PUNCT
fis-4833	153	43	ru	ru	NOUN
fis-4833	153	44	)	)	PUNCT
fis-4833	153	45	strains	strain	NOUN
fis-4833	153	46	.	.	PUNCT
fis-4833	154	1	s0	s0	PROPN
fis-4833	154	2	s30	s30	PROPN
fis-4833	154	3	s60	s60	PROPN
fis-4833	154	4	s90	s90	PROPN
fis-4833	154	5	s120	s120	PROPN
fis-4833	154	6	s150	s150	PROPN
fis-4833	154	7	s180	s180	PROPN
fis-4833	154	8	s210	s210	PROPN
fis-4833	154	9	s300	s300	PROPN
fis-4833	154	10	figure	figure	NOUN
fis-4833	154	11	9	9	NUM
fis-4833	154	12	:	:	PUNCT
fis-4833	154	13	behavior	behavior	NOUN
fis-4833	154	14	of	of	ADP
fis-4833	154	15	axial	axial	ADJ
fis-4833	154	16	load	load	NOUN
fis-4833	154	17	vs	vs	ADP
fis-4833	154	18	axial	axial	ADJ
fis-4833	154	19	strain	strain	NOUN
fis-4833	154	20	and	and	CCONJ
fis-4833	154	21	hoop	hoop	NOUN
fis-4833	154	22	strain	strain	NOUN
fis-4833	154	23	for	for	ADP
fis-4833	154	24	test	test	NOUN
fis-4833	154	25	specimens	specimen	NOUN
fis-4833	154	26	.	.	PUNCT
fis-4833	155	1	as	as	ADP
fis-4833	155	2	the	the	DET
fis-4833	155	3	gap	gap	NOUN
fis-4833	155	4	between	between	ADP
fis-4833	155	5	sswm	sswm	NOUN
fis-4833	155	6	strips	strip	NOUN
fis-4833	155	7	increases	increase	NOUN
fis-4833	155	8	,	,	PUNCT
fis-4833	155	9	there	there	PRON
fis-4833	155	10	is	be	VERB
fis-4833	155	11	a	a	DET
fis-4833	155	12	noticeable	noticeable	ADJ
fis-4833	155	13	reduction	reduction	NOUN
fis-4833	155	14	in	in	ADP
fis-4833	155	15	axial	axial	ADJ
fis-4833	155	16	strain	strain	NOUN
fis-4833	155	17	and	and	CCONJ
fis-4833	155	18	circumferential	circumferential	ADJ
fis-4833	155	19	strains	strain	NOUN
fis-4833	155	20	in	in	ADP
fis-4833	155	21	the	the	DET
fis-4833	155	22	wrapped	wrap	VERB
fis-4833	155	23	region	region	NOUN
fis-4833	155	24	.	.	PUNCT
fis-4833	156	1	this	this	PRON
fis-4833	156	2	indicates	indicate	VERB
fis-4833	156	3	a	a	DET
fis-4833	156	4	diminished	diminished	ADJ
fis-4833	156	5	ability	ability	NOUN
fis-4833	156	6	of	of	ADP
fis-4833	156	7	sswm	sswm	NOUN
fis-4833	156	8	strips	strip	NOUN
fis-4833	156	9	to	to	PART
fis-4833	156	10	provide	provide	VERB
fis-4833	156	11	effective	effective	ADJ
fis-4833	156	12	confinement	confinement	NOUN
fis-4833	156	13	.	.	PUNCT
fis-4833	157	1	initially	initially	ADV
fis-4833	157	2	,	,	PUNCT
fis-4833	157	3	the	the	DET
fis-4833	157	4	stressstrain	stressstrain	NOUN
fis-4833	157	5	responses	response	NOUN
fis-4833	157	6	of	of	ADP
fis-4833	157	7	confined	confine	VERB
fis-4833	157	8	concrete	concrete	ADJ
fis-4833	157	9	mirror	mirror	NOUN
fis-4833	157	10	those	those	PRON
fis-4833	157	11	of	of	ADP
fis-4833	157	12	unconfined	unconfined	ADJ
fis-4833	157	13	concrete	concrete	NOUN
fis-4833	157	14	.	.	PUNCT
fis-4833	158	1	however	however	ADV
fis-4833	158	2	,	,	PUNCT
fis-4833	158	3	after	after	ADP
fis-4833	158	4	reaching	reach	VERB
fis-4833	158	5	the	the	DET
fis-4833	158	6	strength	strength	NOUN
fis-4833	158	7	of	of	ADP
fis-4833	158	8	unconfined	unconfined	ADJ
fis-4833	158	9	concrete	concrete	NOUN
fis-4833	158	10	,	,	PUNCT
fis-4833	158	11	most	most	ADJ
fis-4833	158	12	specimens	specimen	NOUN
fis-4833	158	13	exhibit	exhibit	VERB
fis-4833	158	14	a	a	DET
fis-4833	158	15	strain	strain	NOUN
fis-4833	158	16	-	-	PUNCT
fis-4833	158	17	softening	soften	VERB
fis-4833	158	18	behaviour	behaviour	NOUN
fis-4833	158	19	,	,	PUNCT
fis-4833	158	20	ultimately	ultimately	ADV
fis-4833	158	21	demonstrating	demonstrate	VERB
fis-4833	158	22	a	a	DET
fis-4833	158	23	nearly	nearly	ADV
fis-4833	158	24	nonlinear	nonlinear	ADJ
fis-4833	158	25	response	response	NOUN
fis-4833	158	26	until	until	ADP
fis-4833	158	27	ductile	ductile	NOUN
fis-4833	158	28	failure	failure	NOUN
fis-4833	158	29	due	due	ADP
fis-4833	158	30	to	to	ADP
fis-4833	158	31	sswm	sswm	NOUN
fis-4833	158	32	rupture	rupture	NOUN
fis-4833	158	33	.	.	PUNCT
fis-4833	159	1	strain	strain	NOUN
fis-4833	159	2	-	-	PUNCT
fis-4833	159	3	softening	soften	VERB
fis-4833	159	4	responses	response	NOUN
fis-4833	159	5	are	be	AUX
fis-4833	159	6	observed	observe	VERB
fis-4833	159	7	when	when	SCONJ
fis-4833	159	8	strip	strip	NOUN
fis-4833	159	9	gaps	gap	NOUN
fis-4833	159	10	are	be	AUX
fis-4833	159	11	lower	low	ADJ
fis-4833	159	12	than	than	ADP
fis-4833	159	13	the	the	DET
fis-4833	159	14	specimen	speciman	NOUN
fis-4833	159	15	diameter	diameter	NOUN
fis-4833	159	16	,	,	PUNCT
fis-4833	159	17	signifying	signify	VERB
fis-4833	159	18	sufficient	sufficient	ADJ
fis-4833	159	19	confinement	confinement	NOUN
fis-4833	159	20	and	and	CCONJ
fis-4833	159	21	ductile	ductile	NOUN
fis-4833	159	22	behaviour	behaviour	NOUN
fis-4833	159	23	.	.	PUNCT
fis-4833	160	1	additionally	additionally	ADV
fis-4833	160	2	,	,	PUNCT
fis-4833	160	3	when	when	SCONJ
fis-4833	160	4	strip	strip	NOUN
fis-4833	160	5	gaps	gap	NOUN
fis-4833	160	6	surpass	surpass	VERB
fis-4833	160	7	the	the	DET
fis-4833	160	8	specimen	speciman	NOUN
fis-4833	160	9	diameter	diameter	NOUN
fis-4833	160	10	,	,	PUNCT
fis-4833	160	11	the	the	DET
fis-4833	160	12	effectiveness	effectiveness	NOUN
fis-4833	160	13	of	of	ADP
fis-4833	160	14	confinement	confinement	NOUN
fis-4833	160	15	becomes	become	VERB
fis-4833	160	16	negligible	negligible	ADJ
fis-4833	160	17	.	.	PUNCT
fis-4833	161	1	this	this	DET
fis-4833	161	2	observation	observation	NOUN
fis-4833	161	3	is	be	AUX
fis-4833	161	4	supported	support	VERB
fis-4833	161	5	by	by	ADP
fis-4833	161	6	strain	strain	ADJ
fis-4833	161	7	gauge	gauge	ADJ
fis-4833	161	8	readings	reading	NOUN
fis-4833	161	9	corresponding	correspond	VERB
fis-4833	161	10	to	to	PART
fis-4833	161	11	peak	peak	VERB
fis-4833	161	12	load	load	NOUN
fis-4833	161	13	with	with	ADP
fis-4833	161	14	significant	significant	ADJ
fis-4833	161	15	strip	strip	NOUN
fis-4833	161	16	gaps	gap	NOUN
fis-4833	161	17	(	(	PUNCT
fis-4833	161	18	s	s	X
fis-4833	161	19	≥	≥	NOUN
fis-4833	161	20	150	150	NUM
fis-4833	161	21	mm	mm	NOUN
fis-4833	161	22	)	)	PUNCT
fis-4833	161	23	,	,	PUNCT
fis-4833	161	24	where	where	SCONJ
fis-4833	161	25	axial	axial	ADJ
fis-4833	161	26	and	and	CCONJ
fis-4833	161	27	hoop	hoop	NOUN
fis-4833	161	28	strains	strain	NOUN
fis-4833	161	29	of	of	ADP
fis-4833	161	30	sswm	sswm	NOUN
fis-4833	161	31	strips	strip	NOUN
fis-4833	161	32	drastically	drastically	ADV
fis-4833	161	33	decrease	decrease	NOUN
fis-4833	161	34	,	,	PUNCT
fis-4833	161	35	indicating	indicate	VERB
fis-4833	161	36	marginal	marginal	ADJ
fis-4833	161	37	confinement	confinement	NOUN
fis-4833	161	38	effectiveness	effectiveness	NOUN
fis-4833	161	39	.	.	PUNCT
fis-4833	162	1	tab	tab	NOUN
fis-4833	162	2	.	.	PUNCT
fis-4833	162	3	4	4	NUM
fis-4833	162	4	shows	show	VERB
fis-4833	162	5	that	that	SCONJ
fis-4833	162	6	the	the	DET
fis-4833	162	7	average	average	ADJ
fis-4833	162	8	strains	strain	NOUN
fis-4833	162	9	of	of	ADP
fis-4833	162	10	sswm	sswm	NOUN
fis-4833	162	11	confining	confine	VERB
fis-4833	162	12	strips	strip	NOUN
fis-4833	162	13	at	at	ADP
fis-4833	162	14	rupture	rupture	NOUN
fis-4833	162	15	are	be	AUX
fis-4833	162	16	less	less	ADJ
fis-4833	162	17	than	than	ADP
fis-4833	162	18	the	the	DET
fis-4833	162	19	rupture	rupture	NOUN
fis-4833	162	20	strain	strain	NOUN
fis-4833	162	21	of	of	ADP
fis-4833	162	22	the	the	DET
fis-4833	162	23	sswm	sswm	NOUN
fis-4833	162	24	obtained	obtain	VERB
fis-4833	162	25	from	from	ADP
fis-4833	162	26	tensile	tensile	NOUN
fis-4833	162	27	coupon	coupon	NOUN
fis-4833	162	28	tests	test	NOUN
fis-4833	162	29	(	(	PUNCT
fis-4833	162	30	tab	tab	NOUN
fis-4833	162	31	.	.	NOUN
fis-4833	162	32	2	2	NUM
fis-4833	162	33	)	)	PUNCT
fis-4833	162	34	.	.	PUNCT
fis-4833	163	1	it	it	PRON
fis-4833	163	2	demonstrates	demonstrate	VERB
fis-4833	163	3	s.	s.	PROPN
fis-4833	163	4	d.	d.	PROPN
fis-4833	163	5	raiyani	raiyani	PROPN
fis-4833	163	6	et	et	PROPN
fis-4833	163	7	alii	alii	PROPN
fis-4833	163	8	,	,	PUNCT
fis-4833	163	9	frattura	frattura	PROPN
fis-4833	163	10	ed	ed	PROPN
fis-4833	163	11	integrità	integrità	PROPN
fis-4833	163	12	strutturale	strutturale	PROPN
fis-4833	163	13	,	,	PUNCT
fis-4833	163	14	69	69	NUM
fis-4833	163	15	(	(	PUNCT
fis-4833	163	16	2024	2024	NUM
fis-4833	163	17	)	)	PUNCT
fis-4833	163	18	71	71	NUM
fis-4833	163	19	-	-	SYM
fis-4833	163	20	88	88	NUM
fis-4833	163	21	;	;	PUNCT
fis-4833	163	22	doi	doi	NOUN
fis-4833	163	23	:	:	PUNCT
fis-4833	163	24	10.3221	10.3221	NUM
fis-4833	163	25	/	/	SYM
fis-4833	163	26	igf	igf	PROPN
fis-4833	163	27	-	-	NOUN
fis-4833	163	28	esis.69.06	esis.69.06	NOUN
fis-4833	163	29	79	79	NUM
fis-4833	163	30	that	that	SCONJ
fis-4833	163	31	the	the	DET
fis-4833	163	32	strain	strain	NOUN
fis-4833	163	33	capacity	capacity	NOUN
fis-4833	163	34	of	of	ADP
fis-4833	163	35	the	the	DET
fis-4833	163	36	sswm	sswm	NOUN
fis-4833	163	37	material	material	NOUN
fis-4833	163	38	is	be	AUX
fis-4833	163	39	not	not	PART
fis-4833	163	40	fully	fully	ADV
fis-4833	163	41	utilised	utilise	VERB
fis-4833	163	42	before	before	ADP
fis-4833	163	43	the	the	DET
fis-4833	163	44	rupture	rupture	NOUN
fis-4833	163	45	.	.	PUNCT
fis-4833	164	1	two	two	NUM
fis-4833	164	2	probable	probable	ADJ
fis-4833	164	3	reasons	reason	NOUN
fis-4833	164	4	to	to	PART
fis-4833	164	5	explain	explain	VERB
fis-4833	164	6	the	the	DET
fis-4833	164	7	observed	observe	VERB
fis-4833	164	8	strain	strain	NOUN
fis-4833	164	9	inefficiency	inefficiency	NOUN
fis-4833	164	10	are	be	AUX
fis-4833	164	11	the	the	DET
fis-4833	164	12	geometry	geometry	NOUN
fis-4833	164	13	of	of	ADP
fis-4833	164	14	the	the	DET
fis-4833	164	15	confined	confine	VERB
fis-4833	164	16	concrete	concrete	ADJ
fis-4833	164	17	section	section	NOUN
fis-4833	164	18	and	and	CCONJ
fis-4833	164	19	the	the	DET
fis-4833	164	20	small	small	ADJ
fis-4833	164	21	thickness	thickness	NOUN
fis-4833	164	22	of	of	ADP
fis-4833	164	23	sswm	sswm	NOUN
fis-4833	164	24	with	with	ADP
fis-4833	164	25	negligible	negligible	ADJ
fis-4833	164	26	out	out	NOUN
fis-4833	164	27	-	-	PUNCT
fis-4833	164	28	of	of	ADP
fis-4833	164	29	-	-	PUNCT
fis-4833	164	30	plane	plane	NOUN
fis-4833	164	31	bending	bending	NOUN
fis-4833	164	32	stiffness	stiffness	NOUN
fis-4833	164	33	.	.	PUNCT
fis-4833	165	1	partially	partially	ADV
fis-4833	165	2	confined	confine	VERB
fis-4833	165	3	concrete	concrete	ADJ
fis-4833	165	4	with	with	ADP
fis-4833	165	5	sswm	sswm	NOUN
fis-4833	165	6	exhibits	exhibit	VERB
fis-4833	165	7	a	a	DET
fis-4833	165	8	strain	strain	NOUN
fis-4833	165	9	-	-	PUNCT
fis-4833	165	10	hardening	harden	VERB
fis-4833	165	11	behaviour	behaviour	NOUN
fis-4833	165	12	when	when	SCONJ
fis-4833	165	13	the	the	DET
fis-4833	165	14	gap	gap	NOUN
fis-4833	165	15	between	between	ADP
fis-4833	165	16	the	the	DET
fis-4833	165	17	strips	strip	NOUN
fis-4833	165	18	is	be	AUX
fis-4833	165	19	equal	equal	ADJ
fis-4833	165	20	to	to	ADP
fis-4833	165	21	or	or	CCONJ
fis-4833	165	22	less	less	ADJ
fis-4833	165	23	than	than	ADP
fis-4833	165	24	120	120	NUM
fis-4833	165	25	mm	mm	NOUN
fis-4833	165	26	.	.	PUNCT
fis-4833	166	1	moreover	moreover	ADV
fis-4833	166	2	,	,	PUNCT
fis-4833	166	3	a	a	DET
fis-4833	166	4	narrower	narrow	ADJ
fis-4833	166	5	gap	gap	NOUN
fis-4833	166	6	between	between	ADP
fis-4833	166	7	the	the	DET
fis-4833	166	8	strips	strip	NOUN
fis-4833	166	9	leads	lead	VERB
fis-4833	166	10	to	to	ADP
fis-4833	166	11	a	a	DET
fis-4833	166	12	significant	significant	ADJ
fis-4833	166	13	increase	increase	NOUN
fis-4833	166	14	in	in	ADP
fis-4833	166	15	peak	peak	NOUN
fis-4833	166	16	load	load	NOUN
fis-4833	166	17	.	.	PUNCT
fis-4833	167	1	notably	notably	ADV
fis-4833	167	2	,	,	PUNCT
fis-4833	167	3	specimens	specimen	NOUN
fis-4833	167	4	with	with	ADP
fis-4833	167	5	strip	strip	NOUN
fis-4833	167	6	gaps	gap	NOUN
fis-4833	167	7	of	of	ADP
fis-4833	167	8	180	180	NUM
fis-4833	167	9	mm	mm	NOUN
fis-4833	167	10	and	and	CCONJ
fis-4833	167	11	210	210	NUM
fis-4833	167	12	mm	mm	NOUN
fis-4833	167	13	show	show	NOUN
fis-4833	167	14	strain	strain	NOUN
fis-4833	167	15	distributions	distribution	NOUN
fis-4833	167	16	similar	similar	ADJ
fis-4833	167	17	to	to	ADP
fis-4833	167	18	unconfined	unconfined	ADJ
fis-4833	167	19	concrete	concrete	NOUN
fis-4833	167	20	.	.	PUNCT
fis-4833	168	1	these	these	DET
fis-4833	168	2	findings	finding	NOUN
fis-4833	168	3	collectively	collectively	ADV
fis-4833	168	4	highlight	highlight	VERB
fis-4833	168	5	the	the	DET
fis-4833	168	6	dependency	dependency	NOUN
fis-4833	168	7	of	of	ADP
fis-4833	168	8	sswm	sswm	NOUN
fis-4833	168	9	effectiveness	effectiveness	NOUN
fis-4833	168	10	on	on	ADP
fis-4833	168	11	the	the	DET
fis-4833	168	12	gap	gap	NOUN
fis-4833	168	13	between	between	ADP
fis-4833	168	14	confining	confine	VERB
fis-4833	168	15	strips	strip	NOUN
fis-4833	168	16	,	,	PUNCT
fis-4833	168	17	providing	provide	VERB
fis-4833	168	18	valuable	valuable	ADJ
fis-4833	168	19	insights	insight	NOUN
fis-4833	168	20	into	into	ADP
fis-4833	168	21	the	the	DET
fis-4833	168	22	response	response	NOUN
fis-4833	168	23	of	of	ADP
fis-4833	168	24	partially	partially	ADV
fis-4833	168	25	confined	confine	VERB
fis-4833	168	26	with	with	ADP
fis-4833	168	27	sswm	sswm	NOUN
fis-4833	168	28	on	on	ADP
fis-4833	168	29	concrete	concrete	NOUN
fis-4833	168	30	under	under	ADP
fis-4833	168	31	axial	axial	ADJ
fis-4833	168	32	load	load	NOUN
fis-4833	168	33	.	.	PUNCT
fis-4833	169	1	specimen	speciman	NOUN
fis-4833	169	2	identification	identification	NOUN
fis-4833	169	3	peak	peak	NOUN
fis-4833	169	4	axial	axial	ADJ
fis-4833	169	5	load	load	NOUN
fis-4833	169	6	(	(	PUNCT
fis-4833	169	7	kn	kn	PROPN
fis-4833	169	8	)	)	PUNCT
fis-4833	169	9	pu	pu	PROPN
fis-4833	169	10	'	'	PUNCT
fis-4833	169	11	ccf	ccf	PROPN
fis-4833	169	12	(	(	PUNCT
fis-4833	169	13	mpa	mpa	PROPN
fis-4833	169	14	)	)	PUNCT
fis-4833	169	15	'	'	PUNCT
fis-4833	169	16	'	'	PUNCT
fis-4833	169	17	cc	cc	X
fis-4833	170	1	c	c	PROPN
fis-4833	170	2	f	f	PROPN
fis-4833	170	3	f	f	PROPN
fis-4833	170	4			PROPN
fis-4833	170	5			PROPN
fis-4833	170	6	  	  	SPACE
fis-4833	170	7	%	%	NOUN
fis-4833	170	8	cc	cc	X
fis-4833	170	9	cc	cc	ADP
fis-4833	170	10	c	c	PROPN
fis-4833	170	11			PROPN
fis-4833	170	12			PROPN
fis-4833	170	13			NOUN
fis-4833	170	14			NOUN
fis-4833	170	15	 	 	SPACE
fis-4833	170	16	%	%	NOUN
fis-4833	170	17	ru	ru	PROPN
fis-4833	170	18	ru	ru	PROPN
fis-4833	170	19	uss	uss	PROPN
fis-4833	170	20			PROPN
fis-4833	170	21			PROPN
fis-4833	170	22	remarks	remark	VERB
fis-4833	170	23	s300	s300	PROPN
fis-4833	170	24	(	(	PUNCT
fis-4833	170	25	control	control	NOUN
fis-4833	170	26	)	)	PUNCT
fis-4833	170	27	610	610	NUM
fis-4833	170	28	34.52	34.52	NUM
fis-4833	170	29	1	1	NUM
fis-4833	170	30	0.1353	0.1353	NUM
fis-4833	170	31	0.68	0.68	NUM
fis-4833	170	32	--	--	PUNCT
fis-4833	170	33	strain	strain	ADJ
fis-4833	170	34	gauge	gauge	NOUN
fis-4833	170	35	attached	attach	VERB
fis-4833	170	36	to	to	ADP
fis-4833	170	37	concrete	concrete	ADJ
fis-4833	170	38	surface	surface	NOUN
fis-4833	170	39	s210	s210	PROPN
fis-4833	170	40	620	620	NUM
fis-4833	170	41	35.08	35.08	NUM
fis-4833	170	42	1.02	1.02	NUM
fis-4833	170	43	0.7909	0.7909	NUM
fis-4833	170	44	3.95	3.95	NUM
fis-4833	170	45	-0.7074	-0.7074	NOUN
fis-4833	170	46	-0.0557	-0.0557	NOUN
fis-4833	170	47	strain	strain	NOUN
fis-4833	170	48	gauge	gauge	NOUN
fis-4833	170	49	attached	attach	VERB
fis-4833	170	50	to	to	ADP
fis-4833	170	51	sswm	sswm	NOUN
fis-4833	170	52	surface	surface	NOUN
fis-4833	170	53	s180	s180	PROPN
fis-4833	170	54	641	641	NUM
fis-4833	170	55	36.27	36.27	NUM
fis-4833	170	56	1.05	1.05	NUM
fis-4833	170	57	0.7962	0.7962	NUM
fis-4833	170	58	3.98	3.98	NUM
fis-4833	170	59	-0.7121	-0.7121	NOUN
fis-4833	171	1	-0.0561	-0.0561	PROPN
fis-4833	172	1	s150	s150	PROPN
fis-4833	172	2	651	651	NUM
fis-4833	172	3	36.84	36.84	NUM
fis-4833	172	4	1.07	1.07	NUM
fis-4833	172	5	1.3418	1.3418	NUM
fis-4833	172	6	6.71	6.71	NUM
fis-4833	172	7	-1.2287	-1.2287	PRON
fis-4833	172	8	-0.0967	-0.0967	PUNCT
fis-4833	173	1	s120	s120	PROPN
fis-4833	173	2	668	668	NUM
fis-4833	173	3	37.80	37.80	NUM
fis-4833	173	4	1.10	1.10	NUM
fis-4833	173	5	1.3921	1.3921	NUM
fis-4833	173	6	6.96	6.96	NUM
fis-4833	173	7	-1.2485	-1.2485	ADJ
fis-4833	173	8	-0.0983	-0.0983	NOUN
fis-4833	173	9	s90	s90	NOUN
fis-4833	173	10	675	675	NUM
fis-4833	173	11	38.20	38.20	NUM
fis-4833	173	12	1.11	1.11	NUM
fis-4833	173	13	1.4077	1.4077	NUM
fis-4833	173	14	7.04	7.04	NUM
fis-4833	173	15	-1.2761	-1.2761	NOUN
fis-4833	173	16	-0.1005	-0.1005	VERB
fis-4833	173	17	s60	s60	NOUN
fis-4833	173	18	690	690	NUM
fis-4833	174	1	39.05	39.05	NUM
fis-4833	174	2	1.13	1.13	NUM
fis-4833	174	3	1.4128	1.4128	NUM
fis-4833	174	4	7.06	7.06	NUM
fis-4833	174	5	-1.3151	-1.3151	PROPN
fis-4833	174	6	-0.1036	-0.1036	NOUN
fis-4833	174	7	s30	s30	PROPN
fis-4833	174	8	717.5	717.5	NUM
fis-4833	174	9	40.60	40.60	NUM
fis-4833	174	10	1.18	1.18	NUM
fis-4833	174	11	1.5207	1.5207	NUM
fis-4833	174	12	7.60	7.60	NUM
fis-4833	174	13	-1.9955	-1.9955	NOUN
fis-4833	174	14	-0.1571	-0.1571	PROPN
fis-4833	175	1	s0	s0	PROPN
fis-4833	175	2	789	789	NUM
fis-4833	175	3	44.65	44.65	NUM
fis-4833	175	4	1.29	1.29	NUM
fis-4833	175	5	1.7015	1.7015	NUM
fis-4833	175	6	8.51	8.51	NUM
fis-4833	175	7	-2.0081	-2.0081	NOUN
fis-4833	175	8	-0.1581	-0.1581	PUNCT
fis-4833	176	1	c	c	PROPN
fis-4833	176	2	is	be	AUX
fis-4833	176	3	cracking	crack	VERB
fis-4833	176	4	strain	strain	NOUN
fis-4833	176	5	(	(	PUNCT
fis-4833	176	6	considered	consider	VERB
fis-4833	176	7	as	as	ADP
fis-4833	176	8	0.2	0.2	NUM
fis-4833	176	9	%	%	NOUN
fis-4833	176	10	)	)	PUNCT
fis-4833	176	11	and	and	CCONJ
fis-4833	176	12	uss	uss	NOUN
fis-4833	176	13	rupture	rupture	NOUN
fis-4833	176	14	strain	strain	NOUN
fis-4833	176	15	of	of	ADP
fis-4833	176	16	sswm	sswm	NOUN
fis-4833	176	17	(	(	PUNCT
fis-4833	176	18	considered	consider	VERB
fis-4833	176	19	as	as	ADP
fis-4833	176	20	12.7	12.7	NUM
fis-4833	176	21	%	%	NOUN
fis-4833	176	22	as	as	ADP
fis-4833	176	23	per	per	ADP
fis-4833	176	24	tab	tab	NOUN
fis-4833	176	25	.	.	PUNCT
fis-4833	177	1	2	2	NUM
fis-4833	177	2	)	)	PUNCT
fis-4833	177	3	table	table	NOUN
fis-4833	177	4	4	4	NUM
fis-4833	177	5	:	:	PUNCT
fis-4833	177	6	comparison	comparison	NOUN
fis-4833	177	7	of	of	ADP
fis-4833	177	8	axial	axial	ADJ
fis-4833	177	9	compressive	compressive	ADJ
fis-4833	177	10	strength	strength	NOUN
fis-4833	177	11	and	and	CCONJ
fis-4833	177	12	strain	strain	NOUN
fis-4833	177	13	of	of	ADP
fis-4833	177	14	control	control	NOUN
fis-4833	177	15	and	and	CCONJ
fis-4833	177	16	sswm	sswm	NOUN
fis-4833	177	17	-	-	PUNCT
fis-4833	177	18	strengthened	strengthen	VERB
fis-4833	177	19	specimens	specimen	NOUN
fis-4833	177	20	.	.	PUNCT
fis-4833	178	1	failure	failure	NOUN
fis-4833	178	2	modes	mode	VERB
fis-4833	178	3	the	the	DET
fis-4833	178	4	failure	failure	NOUN
fis-4833	178	5	characteristics	characteristic	NOUN
fis-4833	178	6	of	of	ADP
fis-4833	178	7	partially	partially	ADV
fis-4833	178	8	sswm	sswm	NOUN
fis-4833	178	9	-	-	PUNCT
fis-4833	178	10	wrapped	wrap	VERB
fis-4833	178	11	confined	confine	VERB
fis-4833	178	12	concrete	concrete	ADJ
fis-4833	178	13	cylinders	cylinder	NOUN
fis-4833	178	14	exhibit	exhibit	VERB
fis-4833	178	15	variations	variation	NOUN
fis-4833	178	16	based	base	VERB
fis-4833	178	17	on	on	ADP
fis-4833	178	18	different	different	ADJ
fis-4833	178	19	gaps	gap	NOUN
fis-4833	178	20	between	between	ADP
fis-4833	178	21	confining	confine	VERB
fis-4833	178	22	strips	strip	NOUN
fis-4833	178	23	,	,	PUNCT
fis-4833	178	24	as	as	SCONJ
fis-4833	178	25	illustrated	illustrate	VERB
fis-4833	178	26	in	in	ADP
fis-4833	178	27	fig	fig	NOUN
fis-4833	178	28	.	.	PUNCT
fis-4833	179	1	10	10	NUM
fis-4833	179	2	.	.	PUNCT
fis-4833	179	3	specimens	specimen	NOUN
fis-4833	179	4	that	that	PRON
fis-4833	179	5	have	have	VERB
fis-4833	179	6	full	full	ADJ
fis-4833	179	7	wrapping	wrapping	NOUN
fis-4833	179	8	,	,	PUNCT
fis-4833	179	9	as	as	ADV
fis-4833	179	10	well	well	ADV
fis-4833	179	11	as	as	ADP
fis-4833	179	12	those	those	PRON
fis-4833	179	13	with	with	ADP
fis-4833	179	14	smaller	small	ADJ
fis-4833	179	15	strip	strip	NOUN
fis-4833	179	16	gaps	gap	NOUN
fis-4833	179	17	of	of	ADP
fis-4833	179	18	30	30	NUM
fis-4833	179	19	mm	mm	NOUN
fis-4833	179	20	to	to	ADP
fis-4833	179	21	90	90	NUM
fis-4833	179	22	mm	mm	NOUN
fis-4833	179	23	,	,	PUNCT
fis-4833	179	24	experience	experience	NOUN
fis-4833	179	25	failures	failure	NOUN
fis-4833	179	26	because	because	SCONJ
fis-4833	179	27	of	of	ADP
fis-4833	179	28	sswm	sswm	NOUN
fis-4833	179	29	rupture	rupture	NOUN
fis-4833	179	30	.	.	PUNCT
fis-4833	180	1	on	on	ADP
fis-4833	180	2	the	the	DET
fis-4833	180	3	other	other	ADJ
fis-4833	180	4	hand	hand	NOUN
fis-4833	180	5	,	,	PUNCT
fis-4833	180	6	specimens	specimen	VERB
fis-4833	180	7	with	with	ADP
fis-4833	180	8	strip	strip	NOUN
fis-4833	180	9	gaps	gap	NOUN
fis-4833	180	10	higher	high	ADJ
fis-4833	180	11	than	than	ADP
fis-4833	180	12	90	90	NUM
fis-4833	180	13	mm	mm	NOUN
fis-4833	180	14	undergo	undergo	VERB
fis-4833	180	15	initial	initial	ADJ
fis-4833	180	16	failures	failure	NOUN
fis-4833	180	17	due	due	ADP
fis-4833	180	18	to	to	ADP
fis-4833	180	19	the	the	DET
fis-4833	180	20	crushing	crushing	NOUN
fis-4833	180	21	of	of	ADP
fis-4833	180	22	concrete	concrete	NOUN
fis-4833	180	23	in	in	ADP
fis-4833	180	24	the	the	DET
fis-4833	180	25	unwrapped	unwrapped	ADJ
fis-4833	180	26	region	region	NOUN
fis-4833	180	27	of	of	ADP
fis-4833	180	28	the	the	DET
fis-4833	180	29	specimen	speciman	NOUN
fis-4833	180	30	.	.	PUNCT
fis-4833	181	1	during	during	ADP
fis-4833	181	2	testing	testing	NOUN
fis-4833	181	3	,	,	PUNCT
fis-4833	181	4	inclined	inclined	ADJ
fis-4833	181	5	shear	shear	NOUN
fis-4833	181	6	cracks	crack	NOUN
fis-4833	181	7	are	be	AUX
fis-4833	181	8	observed	observe	VERB
fis-4833	181	9	in	in	ADP
fis-4833	181	10	specimens	specimen	NOUN
fis-4833	181	11	with	with	ADP
fis-4833	181	12	strip	strip	NOUN
fis-4833	181	13	gaps	gap	NOUN
fis-4833	181	14	of	of	ADP
fis-4833	181	15	120	120	NUM
fis-4833	181	16	mm	mm	NOUN
fis-4833	181	17	,	,	PUNCT
fis-4833	181	18	150	150	NUM
fis-4833	181	19	mm	mm	NOUN
fis-4833	181	20	,	,	PUNCT
fis-4833	181	21	and	and	CCONJ
fis-4833	181	22	180	180	NUM
fis-4833	181	23	mm	mm	NOUN
fis-4833	181	24	.	.	PUNCT
fis-4833	182	1	as	as	SCONJ
fis-4833	182	2	the	the	DET
fis-4833	182	3	unconfined	unconfined	ADJ
fis-4833	182	4	compressive	compressive	ADJ
fis-4833	182	5	strength	strength	NOUN
fis-4833	182	6	is	be	AUX
fis-4833	182	7	approached	approach	VERB
fis-4833	182	8	in	in	ADP
fis-4833	182	9	partially	partially	ADV
fis-4833	182	10	wrapped	wrap	VERB
fis-4833	182	11	specimens	specimen	NOUN
fis-4833	182	12	,	,	PUNCT
fis-4833	182	13	unwrapped	unwrapped	ADJ
fis-4833	182	14	concrete	concrete	NOUN
fis-4833	182	15	begins	begin	VERB
fis-4833	182	16	to	to	PART
fis-4833	182	17	exhibit	exhibit	VERB
fis-4833	182	18	cracking	cracking	NOUN
fis-4833	182	19	and	and	CCONJ
fis-4833	182	20	spalling	spalling	NOUN
fis-4833	182	21	.	.	PUNCT
fis-4833	183	1	the	the	DET
fis-4833	183	2	crushing	crush	VERB
fis-4833	183	3	of	of	ADP
fis-4833	183	4	concrete	concrete	NOUN
fis-4833	183	5	in	in	ADP
fis-4833	183	6	the	the	DET
fis-4833	183	7	unwrapped	unwrapped	ADJ
fis-4833	183	8	region	region	NOUN
fis-4833	183	9	is	be	AUX
fis-4833	183	10	insignificant	insignificant	ADJ
fis-4833	183	11	for	for	ADP
fis-4833	183	12	the	the	DET
fis-4833	183	13	specimens	specimen	NOUN
fis-4833	183	14	with	with	ADP
fis-4833	183	15	smaller	small	ADJ
fis-4833	183	16	strip	strip	NOUN
fis-4833	183	17	gaps	gap	NOUN
fis-4833	183	18	of	of	ADP
fis-4833	183	19	30	30	NUM
fis-4833	183	20	mm	mm	NOUN
fis-4833	183	21	and	and	CCONJ
fis-4833	183	22	60	60	NUM
fis-4833	183	23	mm	mm	NOUN
fis-4833	183	24	,	,	PUNCT
fis-4833	183	25	and	and	CCONJ
fis-4833	183	26	it	it	PRON
fis-4833	183	27	remains	remain	VERB
fis-4833	183	28	nearly	nearly	ADV
fis-4833	183	29	intact	intact	ADJ
fis-4833	183	30	even	even	ADV
fis-4833	183	31	after	after	ADP
fis-4833	183	32	post	post	ADJ
fis-4833	183	33	-	-	NOUN
fis-4833	183	34	failure	failure	NOUN
fis-4833	183	35	of	of	ADP
fis-4833	183	36	specimens	specimen	NOUN
fis-4833	183	37	.	.	PUNCT
fis-4833	184	1	it	it	PRON
fis-4833	184	2	appears	appear	VERB
fis-4833	184	3	that	that	SCONJ
fis-4833	184	4	the	the	DET
fis-4833	184	5	sswm	sswm	NOUN
fis-4833	184	6	strips	strip	NOUN
fis-4833	184	7	offer	offer	VERB
fis-4833	184	8	adequate	adequate	ADJ
fis-4833	184	9	confinement	confinement	NOUN
fis-4833	184	10	to	to	ADP
fis-4833	184	11	the	the	DET
fis-4833	184	12	unwrapped	unwrapped	ADJ
fis-4833	184	13	concrete	concrete	NOUN
fis-4833	184	14	.	.	PUNCT
fis-4833	185	1	conversely	conversely	ADV
fis-4833	185	2	,	,	PUNCT
fis-4833	185	3	specimens	specimen	NOUN
fis-4833	185	4	with	with	ADP
fis-4833	185	5	strip	strip	NOUN
fis-4833	185	6	gaps	gap	NOUN
fis-4833	185	7	of	of	ADP
fis-4833	185	8	180	180	NUM
fis-4833	185	9	mm	mm	NOUN
fis-4833	185	10	and	and	CCONJ
fis-4833	185	11	210	210	NUM
fis-4833	185	12	mm	mm	PROPN
fis-4833	185	13	display	display	NOUN
fis-4833	185	14	concrete	concrete	ADJ
fis-4833	185	15	crushing	crushing	NOUN
fis-4833	185	16	,	,	PUNCT
fis-4833	185	17	indicating	indicate	VERB
fis-4833	185	18	minimal	minimal	ADJ
fis-4833	185	19	confinement	confinement	ADJ
fis-4833	185	20	effectiveness	effectiveness	NOUN
fis-4833	185	21	.	.	PUNCT
fis-4833	186	1	the	the	DET
fis-4833	186	2	performance	performance	NOUN
fis-4833	186	3	of	of	ADP
fis-4833	186	4	partially	partially	ADV
fis-4833	186	5	sswm	sswm	NOUN
fis-4833	186	6	-	-	PUNCT
fis-4833	186	7	confined	confine	VERB
fis-4833	186	8	concrete	concrete	NOUN
fis-4833	186	9	diminishes	diminish	VERB
fis-4833	186	10	significantly	significantly	ADV
fis-4833	186	11	with	with	ADP
fis-4833	186	12	an	an	DET
fis-4833	186	13	increasing	increase	VERB
fis-4833	186	14	gap	gap	NOUN
fis-4833	186	15	between	between	ADP
fis-4833	186	16	confining	confine	VERB
fis-4833	186	17	strips	strip	NOUN
fis-4833	186	18	.	.	PUNCT
fis-4833	187	1	therefore	therefore	ADV
fis-4833	187	2	,	,	PUNCT
fis-4833	187	3	effective	effective	ADJ
fis-4833	187	4	confinement	confinement	NOUN
fis-4833	187	5	is	be	AUX
fis-4833	187	6	observable	observable	ADJ
fis-4833	187	7	when	when	SCONJ
fis-4833	187	8	the	the	DET
fis-4833	187	9	spacing	spacing	NOUN
fis-4833	187	10	is	be	AUX
fis-4833	187	11	less	less	ADJ
fis-4833	187	12	than	than	ADP
fis-4833	187	13	the	the	DET
fis-4833	187	14	diameter	diameter	NOUN
fis-4833	187	15	of	of	ADP
fis-4833	187	16	the	the	DET
fis-4833	187	17	confined	confine	VERB
fis-4833	187	18	concrete	concrete	NOUN
fis-4833	187	19	.	.	PUNCT
fis-4833	188	1	even	even	ADV
fis-4833	188	2	the	the	DET
fis-4833	188	3	experimental	experimental	ADJ
fis-4833	188	4	results	result	NOUN
fis-4833	188	5	also	also	ADV
fis-4833	188	6	suggest	suggest	VERB
fis-4833	188	7	that	that	SCONJ
fis-4833	188	8	the	the	DET
fis-4833	188	9	sswm	sswm	NOUN
fis-4833	188	10	confinement	confinement	ADJ
fis-4833	188	11	effect	effect	NOUN
fis-4833	188	12	becomes	become	VERB
fis-4833	188	13	negligible	negligible	ADJ
fis-4833	188	14	when	when	SCONJ
fis-4833	188	15	the	the	DET
fis-4833	188	16	spacing	spacing	NOUN
fis-4833	188	17	exceeds	exceed	VERB
fis-4833	188	18	the	the	DET
fis-4833	188	19	diameter	diameter	NOUN
fis-4833	188	20	of	of	ADP
fis-4833	188	21	the	the	DET
fis-4833	188	22	confined	confine	VERB
fis-4833	188	23	concrete	concrete	NOUN
fis-4833	188	24	as	as	ADP
fis-4833	188	25	per	per	ADP
fis-4833	188	26	observation	observation	NOUN
fis-4833	188	27	strain	strain	NOUN
fis-4833	188	28	values	value	NOUN
fis-4833	188	29	,	,	PUNCT
fis-4833	188	30	as	as	SCONJ
fis-4833	188	31	shown	show	VERB
fis-4833	188	32	in	in	ADP
fis-4833	188	33	tab	tab	NOUN
fis-4833	188	34	.	.	PUNCT
fis-4833	189	1	4	4	X
fis-4833	189	2	.	.	PUNCT
fis-4833	189	3	s.	s.	PROPN
fis-4833	189	4	d.	d.	PROPN
fis-4833	189	5	raiyani	raiyani	PROPN
fis-4833	189	6	et	et	PROPN
fis-4833	189	7	alii	alii	PROPN
fis-4833	189	8	,	,	PUNCT
fis-4833	189	9	frattura	frattura	PROPN
fis-4833	189	10	ed	ed	PROPN
fis-4833	189	11	integrità	integrità	PROPN
fis-4833	189	12	strutturale	strutturale	PROPN
fis-4833	189	13	,	,	PUNCT
fis-4833	189	14	69	69	NUM
fis-4833	189	15	(	(	PUNCT
fis-4833	189	16	2024	2024	NUM
fis-4833	189	17	)	)	PUNCT
fis-4833	189	18	71	71	NUM
fis-4833	189	19	-	-	SYM
fis-4833	189	20	88	88	NUM
fis-4833	189	21	;	;	PUNCT
fis-4833	189	22	doi	doi	NOUN
fis-4833	189	23	:	:	PUNCT
fis-4833	189	24	10.3221	10.3221	NUM
fis-4833	189	25	/	/	SYM
fis-4833	189	26	igf	igf	PROPN
fis-4833	189	27	-	-	PUNCT
fis-4833	189	28	esis.69.06	esis.69.06	NOUN
fis-4833	189	29	80	80	NUM
fis-4833	189	30	s0	s0	PROPN
fis-4833	189	31	s30	s30	PROPN
fis-4833	189	32	s60	s60	PROPN
fis-4833	189	33	s90	s90	PROPN
fis-4833	189	34	s120	s120	PROPN
fis-4833	189	35	s150	s150	PROPN
fis-4833	189	36	s180	s180	PROPN
fis-4833	189	37	s210	s210	PROPN
fis-4833	189	38	s300	s300	PROPN
fis-4833	189	39	figure	figure	NOUN
fis-4833	189	40	10	10	NUM
fis-4833	189	41	:	:	PUNCT
fis-4833	189	42	failure	failure	NOUN
fis-4833	189	43	mode	mode	NOUN
fis-4833	189	44	of	of	ADP
fis-4833	189	45	cylinders	cylinder	NOUN
fis-4833	189	46	.	.	PUNCT
fis-4833	190	1	mechanics	mechanic	NOUN
fis-4833	190	2	of	of	ADP
fis-4833	190	3	confinement	confinement	NOUN
fis-4833	190	4	he	he	PRON
fis-4833	190	5	sswm	sswm	NOUN
fis-4833	190	6	wrapping	wrapping	NOUN
fis-4833	190	7	exerts	exert	VERB
fis-4833	190	8	a	a	DET
fis-4833	190	9	passive	passive	ADJ
fis-4833	190	10	confinement	confinement	ADJ
fis-4833	190	11	action	action	NOUN
fis-4833	190	12	on	on	ADP
fis-4833	190	13	the	the	DET
fis-4833	190	14	concrete	concrete	ADJ
fis-4833	190	15	cylinder	cylinder	NOUN
fis-4833	190	16	,	,	PUNCT
fis-4833	190	17	which	which	PRON
fis-4833	190	18	occurs	occur	VERB
fis-4833	190	19	due	due	ADP
fis-4833	190	20	to	to	ADP
fis-4833	190	21	the	the	DET
fis-4833	190	22	lateral	lateral	ADJ
fis-4833	190	23	expansion	expansion	NOUN
fis-4833	190	24	of	of	ADP
fis-4833	190	25	concrete	concrete	NOUN
fis-4833	190	26	under	under	ADP
fis-4833	190	27	axial	axial	ADJ
fis-4833	190	28	load	load	NOUN
fis-4833	190	29	.	.	PUNCT
fis-4833	191	1	a	a	DET
fis-4833	191	2	uniform	uniform	ADJ
fis-4833	191	3	radial	radial	ADJ
fis-4833	191	4	pressure	pressure	NOUN
fis-4833	191	5	created	create	VERB
fis-4833	191	6	against	against	ADP
fis-4833	191	7	the	the	DET
fis-4833	191	8	lateral	lateral	ADJ
fis-4833	191	9	expansion	expansion	NOUN
fis-4833	191	10	of	of	ADP
fis-4833	191	11	sswmconfined	sswmconfine	VERB
fis-4833	191	12	concrete	concrete	NOUN
fis-4833	191	13	develops	develop	VERB
fis-4833	191	14	the	the	DET
fis-4833	191	15	tensile	tensile	NOUN
fis-4833	191	16	hoop	hoop	NOUN
fis-4833	191	17	stress	stress	NOUN
fis-4833	191	18	,	,	PUNCT
fis-4833	191	19	which	which	PRON
fis-4833	191	20	leads	lead	VERB
fis-4833	191	21	to	to	ADP
fis-4833	191	22	an	an	DET
fis-4833	191	23	increase	increase	NOUN
fis-4833	191	24	in	in	ADP
fis-4833	191	25	axial	axial	ADJ
fis-4833	191	26	stress	stress	NOUN
fis-4833	191	27	and	and	CCONJ
fis-4833	191	28	a	a	DET
fis-4833	191	29	corresponding	corresponding	ADJ
fis-4833	191	30	increase	increase	NOUN
fis-4833	191	31	in	in	ADP
fis-4833	191	32	the	the	DET
fis-4833	191	33	lateral	lateral	ADJ
fis-4833	191	34	strain	strain	NOUN
fis-4833	191	35	.	.	PUNCT
fis-4833	192	1	confinement	confinement	ADJ
fis-4833	192	2	modulus	modulus	NOUN
fis-4833	192	3	and	and	CCONJ
fis-4833	192	4	confinement	confinement	ADJ
fis-4833	192	5	strength	strength	NOUN
fis-4833	192	6	in	in	ADP
fis-4833	192	7	addition	addition	NOUN
fis-4833	192	8	to	to	ADP
fis-4833	192	9	the	the	DET
fis-4833	192	10	inherent	inherent	ADJ
fis-4833	192	11	material	material	NOUN
fis-4833	192	12	properties	property	NOUN
fis-4833	192	13	of	of	ADP
fis-4833	192	14	concrete	concrete	NOUN
fis-4833	192	15	,	,	PUNCT
fis-4833	192	16	the	the	DET
fis-4833	192	17	performance	performance	NOUN
fis-4833	192	18	of	of	ADP
fis-4833	192	19	concrete	concrete	NOUN
fis-4833	192	20	is	be	AUX
fis-4833	192	21	influenced	influence	VERB
fis-4833	192	22	by	by	ADP
fis-4833	192	23	two	two	NUM
fis-4833	192	24	key	key	ADJ
fis-4833	192	25	factors	factor	NOUN
fis-4833	192	26	:	:	PUNCT
fis-4833	192	27	confinement	confinement	ADJ
fis-4833	192	28	modulus	modulus	NOUN
fis-4833	192	29	and	and	CCONJ
fis-4833	192	30	confinement	confinement	NOUN
fis-4833	192	31	strength	strength	NOUN
fis-4833	192	32	.	.	PUNCT
fis-4833	193	1	the	the	DET
fis-4833	193	2	confinement	confinement	ADJ
fis-4833	193	3	modulus	modulus	NOUN
fis-4833	193	4	,	,	PUNCT
fis-4833	193	5	denoted	denote	VERB
fis-4833	193	6	as	as	ADP
fis-4833	193	7	cs	cs	PROPN
fis-4833	193	8	and	and	CCONJ
fis-4833	193	9	expressed	express	VERB
fis-4833	193	10	in	in	ADP
fis-4833	193	11	eqn	eqn	NOUN
fis-4833	193	12	.	.	PUNCT
fis-4833	194	1	3	3	NUM
fis-4833	194	2	,	,	PUNCT
fis-4833	194	3	is	be	AUX
fis-4833	194	4	defined	define	VERB
fis-4833	194	5	as	as	ADP
fis-4833	194	6	the	the	DET
fis-4833	194	7	ratio	ratio	NOUN
fis-4833	194	8	of	of	ADP
fis-4833	194	9	the	the	DET
fis-4833	194	10	increment	increment	NOUN
fis-4833	194	11	of	of	ADP
fis-4833	194	12	confinement	confinement	ADJ
fis-4833	194	13	stress	stress	NOUN
fis-4833	194	14			NOUN
fis-4833	194	15	rf	rf	PUNCT
fis-4833	194	16	to	to	ADP
fis-4833	194	17	the	the	DET
fis-4833	194	18	radial	radial	ADJ
fis-4833	194	19	strain	strain	NOUN
fis-4833	194	20			NOUN
fis-4833	194	21	r	r	NOUN
fis-4833	194	22	,	,	PUNCT
fis-4833	194	23	as	as	SCONJ
fis-4833	194	24	illustrated	illustrate	VERB
fis-4833	194	25	in	in	ADP
fis-4833	194	26	fig	fig	NOUN
fis-4833	194	27	.	.	PUNCT
fis-4833	195	1	11	11	NUM
fis-4833	196	1	[	[	X
fis-4833	196	2	13	13	NUM
fis-4833	196	3	]	]	PUNCT
fis-4833	196	4	.	.	PUNCT
fis-4833	197	1	r	r	NOUN
fis-4833	197	2	s	s	NOUN
fis-4833	197	3	r	r	NOUN
fis-4833	197	4	f	f	PROPN
fis-4833	197	5	c	c	PROPN
fis-4833	197	6			PROPN
fis-4833	197	7			NOUN
fis-4833	197	8			PROPN
fis-4833	197	9			PROPN
fis-4833	197	10			NOUN
fis-4833	197	11	(	(	PUNCT
fis-4833	197	12	3	3	NUM
fis-4833	197	13	)	)	PUNCT
fis-4833	197	14	(	(	PUNCT
fis-4833	197	15	a	a	PRON
fis-4833	197	16	)	)	PUNCT
fis-4833	197	17	coordinate	coordinate	NOUN
fis-4833	197	18	systems	system	NOUN
fis-4833	197	19	(	(	PUNCT
fis-4833	197	20	b	b	NOUN
fis-4833	197	21	)	)	PUNCT
fis-4833	197	22	axial	axial	ADJ
fis-4833	197	23	compression	compression	NOUN
fis-4833	197	24	stress	stress	NOUN
fis-4833	197	25	(	(	PUNCT
fis-4833	197	26	c	c	NOUN
fis-4833	197	27	)	)	PUNCT
fis-4833	197	28	stresses	stress	NOUN
fis-4833	197	29	in	in	ADP
fis-4833	197	30	sswm	sswm	NOUN
fis-4833	197	31	(	(	PUNCT
fis-4833	197	32	d	d	X
fis-4833	197	33	)	)	PUNCT
fis-4833	197	34	stress	stress	NOUN
fis-4833	197	35	equilibrium	equilibrium	NOUN
fis-4833	197	36	(	(	PUNCT
fis-4833	197	37	e	e	NOUN
fis-4833	197	38	)	)	PUNCT
fis-4833	197	39	partial	partial	ADJ
fis-4833	197	40	confinement	confinement	NOUN
fis-4833	197	41	due	due	ADP
fis-4833	197	42	to	to	ADP
fis-4833	197	43	sswm	sswm	NOUN
fis-4833	197	44	figure	figure	NOUN
fis-4833	197	45	11	11	NUM
fis-4833	197	46	:	:	PUNCT
fis-4833	197	47	confinement	confinement	ADJ
fis-4833	197	48	mechanism	mechanism	NOUN
fis-4833	197	49	.	.	PUNCT
fis-4833	198	1	t	t	PROPN
fis-4833	198	2	s.	s.	PROPN
fis-4833	198	3	d.	d.	PROPN
fis-4833	198	4	raiyani	raiyani	PROPN
fis-4833	198	5	et	et	PROPN
fis-4833	198	6	alii	alii	PROPN
fis-4833	198	7	,	,	PUNCT
fis-4833	198	8	frattura	frattura	PROPN
fis-4833	198	9	ed	ed	PROPN
fis-4833	198	10	integrità	integrità	PROPN
fis-4833	198	11	strutturale	strutturale	PROPN
fis-4833	198	12	,	,	PUNCT
fis-4833	198	13	69	69	NUM
fis-4833	198	14	(	(	PUNCT
fis-4833	198	15	2024	2024	NUM
fis-4833	198	16	)	)	PUNCT
fis-4833	198	17	71	71	NUM
fis-4833	198	18	-	-	SYM
fis-4833	198	19	88	88	NUM
fis-4833	198	20	;	;	PUNCT
fis-4833	198	21	doi	doi	NOUN
fis-4833	198	22	:	:	PUNCT
fis-4833	198	23	10.3221	10.3221	NUM
fis-4833	198	24	/	/	SYM
fis-4833	198	25	igf	igf	PROPN
fis-4833	198	26	-	-	PROPN
fis-4833	198	27	esis.69.06	esis.69.06	NOUN
fis-4833	198	28	81	81	NUM
fis-4833	198	29	the	the	DET
fis-4833	198	30	negative	negative	ADJ
fis-4833	198	31	sign	sign	NOUN
fis-4833	198	32	in	in	ADP
fis-4833	198	33	the	the	DET
fis-4833	198	34	equation	equation	NOUN
fis-4833	198	35	signifies	signify	VERB
fis-4833	198	36	passive	passive	ADJ
fis-4833	198	37	confinement	confinement	NOUN
fis-4833	198	38	,	,	PUNCT
fis-4833	198	39	indicating	indicate	VERB
fis-4833	198	40	a	a	DET
fis-4833	198	41	negative	negative	ADJ
fis-4833	198	42	work	work	NOUN
fis-4833	198	43	performed	perform	VERB
fis-4833	198	44	during	during	ADP
fis-4833	198	45	lateral	lateral	ADJ
fis-4833	198	46	expansion	expansion	NOUN
fis-4833	198	47	deformation	deformation	NOUN
fis-4833	198	48	.	.	PUNCT
fis-4833	199	1	the	the	DET
fis-4833	199	2	following	follow	VERB
fis-4833	199	3	two	two	NUM
fis-4833	199	4	equations	equation	NOUN
fis-4833	199	5	can	can	AUX
fis-4833	199	6	be	be	AUX
fis-4833	199	7	derived	derive	VERB
fis-4833	199	8	from	from	ADP
fis-4833	199	9	equilibrium	equilibrium	NOUN
fis-4833	199	10	condition	condition	NOUN
fis-4833	199	11	and	and	CCONJ
fis-4833	199	12	compatibility	compatibility	NOUN
fis-4833	199	13	conditions	condition	NOUN
fis-4833	199	14	as	as	ADP
fis-4833	199	15	:	:	PUNCT
fis-4833	199	16	r	r	NOUN
fis-4833	199	17	s	s	ADP
fis-4833	199	18			PROPN
fis-4833	199	19	(	(	PUNCT
fis-4833	199	20	4	4	NUM
fis-4833	199	21	)	)	PUNCT
fis-4833	199	22	r	r	NOUN
fis-4833	200	1	s	s	NOUN
fis-4833	200	2	s	s	NOUN
fis-4833	200	3	s	s	X
fis-4833	200	4	sf	sf	NOUN
fis-4833	200	5	d	d	X
fis-4833	200	6	f	f	PROPN
fis-4833	200	7	t	t	PROPN
fis-4833	200	8	f	f	PROPN
fis-4833	200	9	t	t	PROPN
fis-4833	200	10			PROPN
fis-4833	201	1			PROPN
fis-4833	201	2			PROPN
fis-4833	201	3			PROPN
fis-4833	201	4			PROPN
fis-4833	201	5			NOUN
fis-4833	201	6	(	(	PUNCT
fis-4833	201	7	5	5	NUM
fis-4833	201	8	)	)	SYM
fis-4833	201	9	2	2	NUM
fis-4833	201	10	 	 	SPACE
fis-4833	201	11	s	s	PART
fis-4833	201	12	r	r	NOUN
fis-4833	201	13	s	s	PROPN
fis-4833	201	14	t	t	NOUN
fis-4833	201	15	f	f	PROPN
fis-4833	201	16	f	f	PROPN
fis-4833	201	17	d	d	PROPN
fis-4833	201	18			PROPN
fis-4833	201	19			PROPN
fis-4833	201	20	(	(	PUNCT
fis-4833	201	21	6	6	NUM
fis-4833	201	22	)	)	PUNCT
fis-4833	201	23	where	where	SCONJ
fis-4833	201	24	st	st	NOUN
fis-4833	201	25	=	=	NOUN
fis-4833	201	26	thickness	thickness	NOUN
fis-4833	201	27	of	of	ADP
fis-4833	201	28	sswm	sswm	NOUN
fis-4833	201	29	,	,	PUNCT
fis-4833	201	30	sf	sf	X
fis-4833	201	31			PROPN
fis-4833	201	32	and	and	CCONJ
fis-4833	201	33	s	s	X
fis-4833	201	34	=	=	SYM
fis-4833	201	35	circumferential	circumferential	ADJ
fis-4833	201	36	stress	stress	NOUN
fis-4833	201	37	and	and	CCONJ
fis-4833	201	38	strain	strain	NOUN
fis-4833	201	39	of	of	ADP
fis-4833	201	40	sswm	sswm	NOUN
fis-4833	201	41	,	,	PUNCT
fis-4833	201	42	respectively	respectively	ADV
fis-4833	201	43	and	and	CCONJ
fis-4833	201	44	d	d	NOUN
fis-4833	201	45	=	=	SYM
fis-4833	201	46	diameter	diameter	NOUN
fis-4833	201	47	of	of	ADP
fis-4833	201	48	the	the	DET
fis-4833	201	49	cylindrical	cylindrical	ADJ
fis-4833	201	50	concrete	concrete	ADJ
fis-4833	201	51	column	column	NOUN
fis-4833	201	52	.	.	PUNCT
fis-4833	202	1	from	from	ADP
fis-4833	202	2	eqn.3	eqn.3	PROPN
fis-4833	202	3	,	,	PUNCT
fis-4833	202	4	4	4	NUM
fis-4833	202	5	and	and	CCONJ
fis-4833	202	6	6	6	NUM
fis-4833	202	7	,	,	PUNCT
fis-4833	202	8	the	the	DET
fis-4833	202	9	confinement	confinement	ADJ
fis-4833	202	10	modulus	modulus	NOUN
fis-4833	202	11	can	can	AUX
fis-4833	202	12	be	be	AUX
fis-4833	202	13	written	write	VERB
fis-4833	202	14	as	as	SCONJ
fis-4833	202	15	given	give	VERB
fis-4833	202	16	in	in	ADP
fis-4833	202	17	eqn	eqn	NOUN
fis-4833	202	18	.	.	PUNCT
fis-4833	203	1	7	7	NUM
fis-4833	203	2	.	.	SYM
fis-4833	203	3	2	2	NUM
fis-4833	203	4	s	s	NOUN
fis-4833	203	5	s	s	NOUN
fis-4833	203	6	s	s	X
fis-4833	203	7	s	s	X
fis-4833	203	8	t	t	NOUN
fis-4833	204	1	f	f	PROPN
fis-4833	204	2	c	c	PROPN
fis-4833	204	3	d	d	X
fis-4833	204	4			X
fis-4833	204	5			PUNCT
fis-4833	204	6			NOUN
fis-4833	205	1			X
fis-4833	205	2			X
fis-4833	205	3	(	(	PUNCT
fis-4833	205	4	7	7	NUM
fis-4833	205	5	)	)	PUNCT
fis-4833	205	6	since	since	SCONJ
fis-4833	205	7	the	the	DET
fis-4833	205	8	initial	initial	ADJ
fis-4833	205	9	part	part	NOUN
fis-4833	205	10	of	of	ADP
fis-4833	205	11	the	the	DET
fis-4833	205	12	stress	stress	NOUN
fis-4833	205	13	-	-	PUNCT
fis-4833	205	14	strain	strain	NOUN
fis-4833	205	15	curve	curve	NOUN
fis-4833	205	16	of	of	ADP
fis-4833	205	17	sswm	sswm	NOUN
fis-4833	205	18	is	be	AUX
fis-4833	205	19	linearly	linearly	ADV
fis-4833	205	20	elastic	elastic	ADJ
fis-4833	205	21	,	,	PUNCT
fis-4833	205	22	so	so	SCONJ
fis-4833	205	23	s	s	PROPN
fis-4833	205	24	s	s	X
fis-4833	205	25	f	f	X
fis-4833	205	26			X
fis-4833	205	27			PUNCT
fis-4833	205	28			PROPN
fis-4833	205	29			VERB
fis-4833	205	30	can	can	AUX
fis-4833	205	31	be	be	AUX
fis-4833	205	32	assumed	assume	VERB
fis-4833	205	33	to	to	PART
fis-4833	205	34	be	be	AUX
fis-4833	205	35	equal	equal	ADJ
fis-4833	205	36	to	to	ADP
fis-4833	205	37	es	es	NOUN
fis-4833	205	38	of	of	ADP
fis-4833	205	39	strengthening	strengthen	VERB
fis-4833	205	40	material	material	NOUN
fis-4833	205	41	.	.	PUNCT
fis-4833	206	1	the	the	DET
fis-4833	206	2	constant	constant	ADJ
fis-4833	206	3	confinement	confinement	NOUN
fis-4833	206	4	modulus	modulus	NOUN
fis-4833	206	5	,	,	PUNCT
fis-4833	206	6	based	base	VERB
fis-4833	206	7	on	on	ADP
fis-4833	206	8	the	the	DET
fis-4833	206	9	thickness	thickness	NOUN
fis-4833	206	10	of	of	ADP
fis-4833	206	11	sswm	sswm	NOUN
fis-4833	206	12	,	,	PUNCT
fis-4833	206	13	the	the	DET
fis-4833	206	14	diameter	diameter	NOUN
fis-4833	206	15	of	of	ADP
fis-4833	206	16	the	the	DET
fis-4833	206	17	cylinder	cylinder	NOUN
fis-4833	206	18	,	,	PUNCT
fis-4833	206	19	and	and	CCONJ
fis-4833	206	20	sswm	sswm	NOUN
fis-4833	206	21	modulus	modulus	NOUN
fis-4833	206	22	,	,	PUNCT
fis-4833	206	23	can	can	AUX
fis-4833	206	24	be	be	AUX
fis-4833	206	25	defined	define	VERB
fis-4833	206	26	using	use	VERB
fis-4833	206	27	eqn	eqn	NOUN
fis-4833	206	28	.	.	PUNCT
fis-4833	207	1	8	8	NUM
fis-4833	207	2	:	:	SYM
fis-4833	207	3	2	2	NUM
fis-4833	207	4	  	  	SPACE
fis-4833	207	5	s	s	PART
fis-4833	207	6	s	s	NOUN
fis-4833	207	7	s	s	X
fis-4833	207	8	t	t	NOUN
fis-4833	207	9	c	c	NOUN
fis-4833	207	10	e	e	X
fis-4833	207	11	d	d	X
fis-4833	207	12			PROPN
fis-4833	207	13	(	(	PUNCT
fis-4833	207	14	8)	8)	NUM
fis-4833	207	15	the	the	DET
fis-4833	207	16	confinement	confinement	NOUN
fis-4833	207	17	strength	strength	NOUN
fis-4833	207	18	limit	limit	NOUN
fis-4833	207	19	ruf	ruf	NOUN
fis-4833	207	20	is	be	AUX
fis-4833	207	21	determined	determine	VERB
fis-4833	207	22	by	by	ADP
fis-4833	207	23	the	the	DET
fis-4833	207	24	ultimate	ultimate	ADJ
fis-4833	207	25	strength	strength	NOUN
fis-4833	207	26	of	of	ADP
fis-4833	207	27	sswm	sswm	NOUN
fis-4833	207	28	,	,	PUNCT
fis-4833	207	29	denoted	denote	VERB
fis-4833	207	30	as	as	ADP
fis-4833	207	31	ussf	ussf	NOUN
fis-4833	207	32	,	,	PUNCT
fis-4833	207	33	and	and	CCONJ
fis-4833	207	34	is	be	AUX
fis-4833	207	35	given	give	VERB
fis-4833	207	36	by	by	ADP
fis-4833	207	37	:	:	PUNCT
fis-4833	207	38	2	2	NUM
fis-4833	207	39	s	s	NOUN
fis-4833	207	40	ru	ru	PROPN
fis-4833	207	41	uss	uss	PROPN
fis-4833	207	42	t	t	PROPN
fis-4833	208	1	f	f	PROPN
fis-4833	208	2	f	f	PROPN
fis-4833	209	1	d	d	PROPN
fis-4833	209	2			PROPN
fis-4833	209	3	(	(	PUNCT
fis-4833	209	4	9	9	NUM
fis-4833	209	5	)	)	PUNCT
fis-4833	209	6	in	in	ADP
fis-4833	209	7	general	general	ADJ
fis-4833	209	8	,	,	PUNCT
fis-4833	209	9	confinement	confinement	NOUN
fis-4833	209	10	strength	strength	NOUN
fis-4833	209	11	limit	limit	NOUN
fis-4833	209	12	ruf	ruf	NOUN
fis-4833	209	13	is	be	AUX
fis-4833	209	14	determined	determine	VERB
fis-4833	209	15	by	by	ADP
fis-4833	209	16	the	the	DET
fis-4833	209	17	geometric	geometric	ADJ
fis-4833	209	18	reinforcement	reinforcement	NOUN
fis-4833	209	19	ratio	ratio	NOUN
fis-4833	209	20	1	1	NUM
fis-4833	209	21	    	    	SPACE
fis-4833	209	22	2ru	2ru	ADJ
fis-4833	209	23	ussf	ussf	ADJ
fis-4833	209	24	f	f	NOUN
fis-4833	209	25	(	(	PUNCT
fis-4833	209	26	10	10	NUM
fis-4833	209	27	)	)	PUNCT
fis-4833	209	28	the	the	DET
fis-4833	209	29	geometric	geometric	ADJ
fis-4833	209	30	reinforcement	reinforcement	NOUN
fis-4833	209	31	ratio	ratio	NOUN
fis-4833	209	32			PROPN
fis-4833	209	33			PUNCT
fis-4833	209	34	is	be	AUX
fis-4833	209	35	calculated	calculate	VERB
fis-4833	209	36	for	for	ADP
fis-4833	209	37	the	the	DET
fis-4833	209	38	circular	circular	ADJ
fis-4833	209	39	section	section	NOUN
fis-4833	209	40	as	as	SCONJ
fis-4833	209	41	follows	follow	VERB
fis-4833	209	42	:	:	PUNCT
fis-4833	210	1	4	4	NUM
fis-4833	210	2	      	      	SPACE
fis-4833	210	3	s	s	PART
fis-4833	210	4	s	s	NOUN
fis-4833	210	5	s	s	PROPN
fis-4833	210	6	t	t	NOUN
fis-4833	210	7	b	b	PROPN
fis-4833	211	1	d	d	X
fis-4833	211	2	p	p	X
fis-4833	211	3			ADP
fis-4833	211	4			PROPN
fis-4833	211	5	(	(	PUNCT
fis-4833	211	6	11	11	NUM
fis-4833	211	7	)	)	PUNCT
fis-4833	211	8	where	where	SCONJ
fis-4833	211	9	  	  	SPACE
fis-4833	211	10	st	st	NOUN
fis-4833	211	11	=	=	ADJ
fis-4833	211	12	thickness	thickness	NOUN
fis-4833	211	13	of	of	ADP
fis-4833	211	14	sswm	sswm	NOUN
fis-4833	211	15	,	,	PUNCT
fis-4833	211	16	  	  	SPACE
fis-4833	211	17	sb	sb	PROPN
fis-4833	211	18	=	=	NOUN
fis-4833	211	19	height	height	NOUN
fis-4833	211	20	of	of	ADP
fis-4833	211	21	sswm	sswm	NOUN
fis-4833	211	22	strip	strip	NOUN
fis-4833	211	23	,	,	PUNCT
fis-4833	211	24	sp	sp	ADP
fis-4833	211	25	=	=	SYM
fis-4833	211	26	c	c	X
fis-4833	211	27	/	/	SYM
fis-4833	211	28	c	c	NOUN
fis-4833	211	29	spacing	spacing	NOUN
fis-4833	211	30	of	of	ADP
fis-4833	211	31	sswm	sswm	NOUN
fis-4833	211	32	strip	strip	NOUN
fis-4833	212	1	d	d	NOUN
fis-4833	212	2	=	=	PUNCT
fis-4833	212	3	diameter	diameter	NOUN
fis-4833	212	4	of	of	ADP
fis-4833	212	5	circular	circular	ADJ
fis-4833	212	6	section	section	NOUN
fis-4833	212	7	.	.	PUNCT
fis-4833	213	1	for	for	ADP
fis-4833	213	2	continuous	continuous	ADJ
fis-4833	213	3	wrapping	wrap	VERB
fis-4833	213	4	4	4	NUM
fis-4833	213	5	  	  	SPACE
fis-4833	213	6	st	st	PROPN
fis-4833	213	7	d	d	PROPN
fis-4833	213	8			ADP
fis-4833	213	9			PROPN
fis-4833	213	10	.	.	PUNCT
fis-4833	214	1	s.	s.	PROPN
fis-4833	214	2	d.	d.	PROPN
fis-4833	214	3	raiyani	raiyani	PROPN
fis-4833	214	4	et	et	PROPN
fis-4833	214	5	alii	alii	PROPN
fis-4833	214	6	,	,	PUNCT
fis-4833	214	7	frattura	frattura	PROPN
fis-4833	214	8	ed	ed	PROPN
fis-4833	214	9	integrità	integrità	PROPN
fis-4833	214	10	strutturale	strutturale	PROPN
fis-4833	214	11	,	,	PUNCT
fis-4833	214	12	69	69	NUM
fis-4833	214	13	(	(	PUNCT
fis-4833	214	14	2024	2024	NUM
fis-4833	214	15	)	)	PUNCT
fis-4833	214	16	71	71	NUM
fis-4833	214	17	-	-	SYM
fis-4833	214	18	88	88	NUM
fis-4833	214	19	;	;	PUNCT
fis-4833	214	20	doi	doi	NOUN
fis-4833	214	21	:	:	PUNCT
fis-4833	214	22	10.3221	10.3221	NUM
fis-4833	214	23	/	/	SYM
fis-4833	214	24	igf	igf	PROPN
fis-4833	214	25	-	-	PROPN
fis-4833	214	26	esis.69.06	esis.69.06	NOUN
fis-4833	214	27	82	82	NUM
fis-4833	214	28	the	the	DET
fis-4833	214	29	geometric	geometric	ADJ
fis-4833	214	30	reinforcement	reinforcement	NOUN
fis-4833	214	31	ratio	ratio	NOUN
fis-4833	214	32			PROPN
fis-4833	214	33			PUNCT
fis-4833	215	1	as	as	ADP
fis-4833	215	2	per	per	ADP
fis-4833	215	3	cnr	cnr	NOUN
fis-4833	215	4	dt200	dt200	PROPN
fis-4833	216	1	[	[	X
fis-4833	216	2	13	13	NUM
fis-4833	216	3	]	]	PUNCT
fis-4833	216	4	and	and	CCONJ
fis-4833	216	5	mander	mander	PROPN
fis-4833	216	6	et	et	PROPN
fis-4833	216	7	al	al	PROPN
fis-4833	216	8	.	.	PUNCT
fis-4833	217	1	[	[	X
fis-4833	217	2	33	33	NUM
fis-4833	217	3	]	]	PUNCT
fis-4833	217	4	for	for	ADP
fis-4833	217	5	rectangular	rectangular	ADJ
fis-4833	217	6	sections	section	NOUN
fis-4833	217	7	is	be	AUX
fis-4833	217	8	given	give	VERB
fis-4833	217	9	below	below	ADP
fis-4833	217	10	:	:	PUNCT
fis-4833	217	11			NOUN
fis-4833	217	12	2	2	NOUN
fis-4833	217	13	        	        	SPACE
fis-4833	217	14	s	s	PART
fis-4833	217	15	s	s	NOUN
fis-4833	217	16	s	s	PROPN
fis-4833	217	17	t	t	PROPN
fis-4833	217	18	b	b	PROPN
fis-4833	217	19	b	b	PROPN
fis-4833	217	20	h	h	NOUN
fis-4833	217	21	b	b	PROPN
fis-4833	218	1	d	d	PROPN
fis-4833	218	2	p	p	X
fis-4833	218	3			ADP
fis-4833	218	4			PROPN
fis-4833	218	5			PROPN
fis-4833	218	6	(	(	PUNCT
fis-4833	218	7	12	12	NUM
fis-4833	218	8	)	)	PUNCT
fis-4833	218	9	where	where	SCONJ
fis-4833	218	10	b	b	NOUN
fis-4833	218	11	and	and	CCONJ
fis-4833	218	12	h	h	NOUN
fis-4833	218	13	are	be	AUX
fis-4833	218	14	the	the	DET
fis-4833	218	15	width	width	ADJ
fis-4833	218	16	and	and	CCONJ
fis-4833	218	17	depth	depth	NOUN
fis-4833	218	18	of	of	ADP
fis-4833	218	19	the	the	DET
fis-4833	218	20	rectangular	rectangular	ADJ
fis-4833	218	21	section	section	NOUN
fis-4833	218	22	.	.	PUNCT
fis-4833	219	1	the	the	DET
fis-4833	219	2	axial	axial	ADJ
fis-4833	219	3	strain	strain	NOUN
fis-4833	219	4	of	of	ADP
fis-4833	219	5	concrete	concrete	ADJ
fis-4833	219	6	z	z	PROPN
fis-4833	219	7	is	be	AUX
fis-4833	219	8	determined	determine	VERB
fis-4833	219	9	based	base	VERB
fis-4833	219	10	on	on	ADP
fis-4833	219	11	lvdt	lvdt	PROPN
fis-4833	219	12	reading	reading	PROPN
fis-4833	219	13	.	.	PUNCT
fis-4833	220	1	the	the	DET
fis-4833	220	2	axial	axial	ADJ
fis-4833	220	3	and	and	CCONJ
fis-4833	220	4	circumferential	circumferential	ADJ
fis-4833	220	5	(	(	PUNCT
fis-4833	220	6	hoop	hoop	NOUN
fis-4833	220	7	)	)	PUNCT
fis-4833	220	8	strains	strain	NOUN
fis-4833	220	9	of	of	ADP
fis-4833	220	10	sswm	sswm	NOUN
fis-4833	220	11	,	,	PUNCT
fis-4833	220	12	denoted	denote	VERB
fis-4833	220	13	as	as	ADP
fis-4833	220	14	sz	sz	PUNCT
fis-4833	220	15	and	and	CCONJ
fis-4833	220	16	s	s	X
fis-4833	220	17	,	,	PUNCT
fis-4833	220	18	are	be	AUX
fis-4833	220	19	measured	measure	VERB
fis-4833	220	20	using	use	VERB
fis-4833	220	21	electrical	electrical	ADJ
fis-4833	220	22	resistance	resistance	NOUN
fis-4833	220	23	strain	strain	NOUN
fis-4833	220	24	gauges	gauge	NOUN
fis-4833	220	25	.	.	PUNCT
fis-4833	221	1	subsequently	subsequently	ADV
fis-4833	221	2	,	,	PUNCT
fis-4833	221	3	the	the	DET
fis-4833	221	4	concrete	concrete	NOUN
fis-4833	221	5	strains	strain	VERB
fis-4833	221	6	cr	cr	NOUN
fis-4833	221	7	and	and	CCONJ
fis-4833	221	8	c	c	NOUN
fis-4833	221	9	are	be	AUX
fis-4833	221	10	determined	determine	VERB
fis-4833	221	11	by	by	ADP
fis-4833	221	12	applying	apply	VERB
fis-4833	221	13	the	the	DET
fis-4833	221	14	deformation	deformation	NOUN
fis-4833	221	15	compatibility	compatibility	NOUN
fis-4833	221	16	condition	condition	NOUN
fis-4833	221	17	within	within	ADP
fis-4833	221	18	the	the	DET
fis-4833	221	19	cylinder	cylinder	NOUN
fis-4833	221	20	section	section	NOUN
fis-4833	221	21	.	.	PUNCT
fis-4833	222	1	despite	despite	SCONJ
fis-4833	222	2	the	the	DET
fis-4833	222	3	fact	fact	NOUN
fis-4833	222	4	that	that	SCONJ
fis-4833	222	5	sswm	sswm	NOUN
fis-4833	222	6	itself	itself	PRON
fis-4833	222	7	does	do	AUX
fis-4833	222	8	not	not	PART
fis-4833	222	9	directly	directly	ADV
fis-4833	222	10	bear	bear	VERB
fis-4833	222	11	the	the	DET
fis-4833	222	12	applied	apply	VERB
fis-4833	222	13	load	load	NOUN
fis-4833	222	14	,	,	PUNCT
fis-4833	222	15	there	there	PRON
fis-4833	222	16	is	be	VERB
fis-4833	222	17	some	some	DET
fis-4833	222	18	axial	axial	ADJ
fis-4833	222	19	stress	stress	NOUN
fis-4833	222	20	present	present	ADJ
fis-4833	222	21	in	in	ADP
fis-4833	222	22	sswm	sswm	NOUN
fis-4833	222	23	due	due	ADP
fis-4833	222	24	to	to	ADP
fis-4833	222	25	the	the	DET
fis-4833	222	26	bonding	bonding	NOUN
fis-4833	222	27	between	between	ADP
fis-4833	222	28	sswm	sswm	NOUN
fis-4833	222	29	and	and	CCONJ
fis-4833	222	30	concrete	concrete	NOUN
fis-4833	222	31	.	.	PUNCT
fis-4833	223	1	to	to	PART
fis-4833	223	2	consider	consider	VERB
fis-4833	223	3	the	the	DET
fis-4833	223	4	indirect	indirect	ADJ
fis-4833	223	5	effect	effect	NOUN
fis-4833	223	6	of	of	ADP
fis-4833	223	7	strengthening	strengthen	VERB
fis-4833	223	8	,	,	PUNCT
fis-4833	223	9	many	many	ADJ
fis-4833	223	10	models	model	NOUN
fis-4833	223	11	designed	design	VERB
fis-4833	223	12	to	to	PART
fis-4833	223	13	predict	predict	VERB
fis-4833	223	14	the	the	DET
fis-4833	223	15	compressive	compressive	ADJ
fis-4833	223	16	strength	strength	NOUN
fis-4833	223	17	of	of	ADP
fis-4833	223	18	frp	frp	PROPN
fis-4833	223	19	-	-	PUNCT
fis-4833	223	20	confined	confine	VERB
fis-4833	223	21	concrete	concrete	ADJ
fis-4833	223	22	columns	column	NOUN
fis-4833	223	23	rely	rely	VERB
fis-4833	223	24	on	on	ADP
fis-4833	223	25	the	the	DET
fis-4833	223	26	general	general	ADJ
fis-4833	223	27	equation	equation	NOUN
fis-4833	223	28	(	(	PUNCT
fis-4833	223	29	eqn	eqn	NOUN
fis-4833	223	30	.	.	PROPN
fis-4833	223	31	13	13	NUM
fis-4833	223	32	)	)	PUNCT
fis-4833	223	33	proposed	propose	VERB
fis-4833	223	34	by	by	ADP
fis-4833	223	35	richart	richart	NOUN
fis-4833	223	36	et	et	PROPN
fis-4833	223	37	al	al	PROPN
fis-4833	223	38	.	.	PUNCT
fis-4833	224	1	[	[	X
fis-4833	224	2	34	34	NUM
fis-4833	224	3	]	]	PUNCT
fis-4833	224	4	.	.	PUNCT
fis-4833	225	1	this	this	DET
fis-4833	225	2	equation	equation	NOUN
fis-4833	225	3	,	,	PUNCT
fis-4833	225	4	initially	initially	ADV
fis-4833	225	5	developed	develop	VERB
fis-4833	225	6	for	for	ADP
fis-4833	225	7	estimating	estimate	VERB
fis-4833	225	8	the	the	DET
fis-4833	225	9	confined	confine	VERB
fis-4833	225	10	concrete	concrete	NOUN
fis-4833	225	11	with	with	ADP
fis-4833	225	12	steel	steel	NOUN
fis-4833	225	13	,	,	PUNCT
fis-4833	225	14	has	have	AUX
fis-4833	225	15	been	be	AUX
fis-4833	225	16	adapted	adapt	VERB
fis-4833	225	17	for	for	ADP
fis-4833	225	18	frp	frp	PROPN
fis-4833	225	19	applications	application	NOUN
fis-4833	225	20	.	.	PUNCT
fis-4833	226	1	eqn	eqn	PROPN
fis-4833	226	2	.	.	PUNCT
fis-4833	227	1	13	13	NUM
fis-4833	227	2	is	be	AUX
fis-4833	227	3	used	use	VERB
fis-4833	227	4	for	for	ADP
fis-4833	227	5	the	the	DET
fis-4833	227	6	present	present	ADJ
fis-4833	227	7	study	study	NOUN
fis-4833	227	8	to	to	PART
fis-4833	227	9	counteract	counteract	VERB
fis-4833	227	10	the	the	DET
fis-4833	227	11	effect	effect	NOUN
fis-4833	227	12	of	of	ADP
fis-4833	227	13	sswm	sswm	NOUN
fis-4833	227	14	on	on	ADP
fis-4833	227	15	concrete	concrete	ADJ
fis-4833	227	16	compressive	compressive	ADJ
fis-4833	227	17	strength	strength	NOUN
fis-4833	227	18	.	.	PUNCT
fis-4833	227	19	'	'	PUNCT
fis-4833	227	20	'	'	PUNCT
fis-4833	228	1	cc	cc	X
fis-4833	228	2	c	c	PROPN
fis-4833	228	3	luf	luf	PROPN
fis-4833	228	4	f	f	PROPN
fis-4833	228	5	kf	kf	PROPN
fis-4833	228	6			PUNCT
fis-4833	228	7	(	(	PUNCT
fis-4833	228	8	13	13	NUM
fis-4833	228	9	)	)	PUNCT
fis-4833	228	10	where	where	SCONJ
fis-4833	228	11	'	'	PUNCT
fis-4833	228	12	ccf	ccf	VERB
fis-4833	228	13			PROPN
fis-4833	228	14	confiment	confiment	NOUN
fis-4833	228	15	compressive	compressive	ADJ
fis-4833	228	16	strength	strength	NOUN
fis-4833	228	17	of	of	ADP
fis-4833	228	18	concrete	concrete	NOUN
fis-4833	228	19	,	,	PUNCT
fis-4833	228	20	'	'	PUNCT
fis-4833	228	21	cf	cf	INTJ
fis-4833	228	22			NUM
fis-4833	228	23	compressive	compressive	ADJ
fis-4833	228	24	strength	strength	NOUN
fis-4833	228	25	of	of	ADP
fis-4833	228	26	a	a	DET
fis-4833	228	27	plain	plain	ADJ
fis-4833	228	28	concrete	concrete	ADJ
fis-4833	228	29	cylinder	cylinder	NOUN
fis-4833	228	30	,	,	PUNCT
fis-4833	228	31	1lu	1lu	ADJ
fis-4833	228	32	ruf	ruf	NOUN
fis-4833	228	33	k	k	PROPN
fis-4833	228	34	f	f	PROPN
fis-4833	228	35			PROPN
fis-4833	229	1			PROPN
fis-4833	229	2	lateral	lateral	ADJ
fis-4833	229	3	confinement	confinement	NOUN
fis-4833	229	4	stress	stress	NOUN
fis-4833	229	5	,	,	PUNCT
fis-4833	229	6	1k	1k	PROPN
fis-4833	229	7			PROPN
fis-4833	229	8	coefficient	coefficient	NOUN
fis-4833	229	9	indicating	indicate	VERB
fis-4833	229	10	the	the	DET
fis-4833	229	11	effectiveness	effectiveness	NOUN
fis-4833	229	12	of	of	ADP
fis-4833	229	13	the	the	DET
fis-4833	229	14	sswm	sswm	NOUN
fis-4833	229	15	confinement	confinement	ADJ
fis-4833	229	16	action	action	NOUN
fis-4833	229	17	.	.	PUNCT
fis-4833	230	1	coefficient	coefficient	NOUN
fis-4833	230	2	of	of	ADP
fis-4833	230	3	efficiency	efficiency	NOUN
fis-4833	230	4	1k	1k	NUM
fis-4833	230	5	is	be	AUX
fis-4833	230	6	defined	define	VERB
fis-4833	230	7	as	as	ADP
fis-4833	230	8	a	a	DET
fis-4833	230	9	product	product	NOUN
fis-4833	230	10	of	of	ADP
fis-4833	230	11	the	the	DET
fis-4833	230	12	horizontal	horizontal	ADJ
fis-4833	230	13	(	(	PUNCT
fis-4833	230	14	shape	shape	NOUN
fis-4833	230	15	of	of	ADP
fis-4833	230	16	confined	confine	VERB
fis-4833	230	17	section	section	NOUN
fis-4833	230	18	)	)	PUNCT
fis-4833	230	19	coefficient	coefficient	NOUN
fis-4833	230	20	(	(	PUNCT
fis-4833	230	21	hk	hk	PROPN
fis-4833	230	22	)	)	PUNCT
fis-4833	230	23	,	,	PUNCT
fis-4833	230	24	vertical	vertical	ADJ
fis-4833	230	25	(	(	PUNCT
fis-4833	230	26	wrapping	wrap	VERB
fis-4833	230	27	configuration	configuration	NOUN
fis-4833	230	28	of	of	ADP
fis-4833	230	29	sswm	sswm	NOUN
fis-4833	230	30	)	)	PUNCT
fis-4833	230	31	coefficient	coefficient	NOUN
fis-4833	230	32	(	(	PUNCT
fis-4833	230	33	vk	vk	NOUN
fis-4833	230	34	)	)	PUNCT
fis-4833	230	35	and	and	CCONJ
fis-4833	230	36	inclination	inclination	NOUN
fis-4833	230	37	of	of	ADP
fis-4833	230	38	sswm	sswm	NOUN
fis-4833	230	39	with	with	ADP
fis-4833	230	40	cross	cross	ADJ
fis-4833	230	41	-	-	ADJ
fis-4833	230	42	section	section	ADJ
fis-4833	230	43	efficiency	efficiency	NOUN
fis-4833	230	44	(	(	PUNCT
fis-4833	230	45	)	)	PUNCT
fis-4833	230	46	k	k	PROPN
fis-4833	230	47	.	.	PUNCT
fis-4833	231	1	as	as	ADP
fis-4833	231	2	per	per	ADP
fis-4833	231	3	cnr	cnr	NOUN
fis-4833	231	4	dt200	dt200	PROPN
fis-4833	232	1	[	[	X
fis-4833	232	2	13	13	NUM
fis-4833	232	3	]	]	PUNCT
fis-4833	232	4	and	and	CCONJ
fis-4833	232	5	mander	mander	PROPN
fis-4833	232	6	et	et	PROPN
fis-4833	232	7	al	al	PROPN
fis-4833	232	8	.	.	PUNCT
fis-4833	233	1	[	[	X
fis-4833	233	2	33	33	NUM
fis-4833	233	3	]	]	PUNCT
fis-4833	233	4	for	for	ADP
fis-4833	233	5	the	the	DET
fis-4833	233	6	circular	circular	ADJ
fis-4833	233	7	section	section	NOUN
fis-4833	233	8	1.0,hk	1.0,hk	NUM
fis-4833	233	9			NOUN
fis-4833	233	10	and	and	CCONJ
fis-4833	233	11	for	for	ADP
fis-4833	233	12	rectangular	rectangular	ADJ
fis-4833	233	13	sections	section	NOUN
fis-4833	233	14	,	,	PUNCT
fis-4833	233	15	2	2	NUM
fis-4833	233	16	2	2	NUM
fis-4833	233	17	1	1	NUM
fis-4833	233	18	3	3	NUM
fis-4833	233	19	 	 	SPACE
fis-4833	233	20	h	h	NOUN
fis-4833	233	21	g	g	PROPN
fis-4833	233	22	b	b	PROPN
fis-4833	233	23	h	h	NOUN
fis-4833	234	1	k	k	PROPN
fis-4833	234	2	a	a	DET
fis-4833	234	3			ADJ
fis-4833	234	4			NUM
fis-4833	234	5			NOUN
fis-4833	234	6	(	(	PUNCT
fis-4833	234	7	14	14	NUM
fis-4833	234	8	)	)	PUNCT
fis-4833	234	9	where	where	SCONJ
fis-4833	234	10	ga	ga	PROPN
fis-4833	234	11	is	be	AUX
fis-4833	234	12	the	the	DET
fis-4833	234	13	cross	cross	ADJ
fis-4833	234	14	-	-	ADJ
fis-4833	234	15	section	section	ADJ
fis-4833	234	16	area	area	NOUN
fis-4833	234	17	,	,	PUNCT
fis-4833	234	18	and	and	CCONJ
fis-4833	234	19	b	b	NOUN
fis-4833	234	20	and	and	CCONJ
fis-4833	234	21	h	h	NOUN
fis-4833	234	22	are	be	AUX
fis-4833	234	23	the	the	DET
fis-4833	234	24	width	width	ADJ
fis-4833	234	25	and	and	CCONJ
fis-4833	234	26	depth	depth	NOUN
fis-4833	234	27	of	of	ADP
fis-4833	234	28	the	the	DET
fis-4833	234	29	rectangular	rectangular	ADJ
fis-4833	234	30	section	section	NOUN
fis-4833	234	31	.	.	PUNCT
fis-4833	235	1	the	the	DET
fis-4833	235	2	coefficient	coefficient	NOUN
fis-4833	235	3	vk	vk	INTJ
fis-4833	235	4	is	be	AUX
fis-4833	235	5	dependent	dependent	ADJ
fis-4833	235	6	on	on	ADP
fis-4833	235	7	the	the	DET
fis-4833	235	8	strengthening	strengthen	VERB
fis-4833	235	9	configuration	configuration	NOUN
fis-4833	235	10	along	along	ADP
fis-4833	235	11	the	the	DET
fis-4833	235	12	longitudinal	longitudinal	ADJ
fis-4833	235	13	axis	axis	NOUN
fis-4833	235	14	.	.	PUNCT
fis-4833	236	1	for	for	ADP
fis-4833	236	2	full	full	ADJ
fis-4833	236	3	wrapping	wrapping	NOUN
fis-4833	236	4	configuration	configuration	NOUN
fis-4833	236	5	vk	vk	ADP
fis-4833	236	6	=	=	NOUN
fis-4833	236	7	1	1	NUM
fis-4833	236	8	,	,	PUNCT
fis-4833	236	9	and	and	CCONJ
fis-4833	236	10	for	for	ADP
fis-4833	236	11	discontinuous	discontinuous	ADJ
fis-4833	236	12	wrapping	wrapping	NOUN
fis-4833	236	13	configuration	configuration	NOUN
fis-4833	236	14	is	be	AUX
fis-4833	236	15	considered	consider	VERB
fis-4833	236	16	as	as	ADP
fis-4833	236	17	[	[	X
fis-4833	236	18	35	35	NUM
fis-4833	236	19	]	]	PUNCT
fis-4833	236	20	:	:	PUNCT
fis-4833	236	21	'	'	PUNCT
fis-4833	236	22	'	'	PUNCT
fis-4833	236	23	1	1	NUM
fis-4833	236	24	1	1	NUM
fis-4833	236	25	2	2	NUM
fis-4833	236	26	  	  	SPACE
fis-4833	236	27	2	2	NUM
fis-4833	236	28	s	s	NOUN
fis-4833	236	29	s	s	NOUN
fis-4833	236	30	v	v	NOUN
fis-4833	237	1	p	p	PROPN
fis-4833	237	2	p	p	PROPN
fis-4833	237	3	k	k	PROPN
fis-4833	237	4	h	h	PROPN
fis-4833	237	5	b	b	PROPN
fis-4833	237	6			NOUN
fis-4833	237	7			PROPN
fis-4833	237	8			PROPN
fis-4833	237	9			X
fis-4833	238	1			PROPN
fis-4833	238	2			PROPN
fis-4833	238	3			PROPN
fis-4833	238	4			PROPN
fis-4833	239	1			PROPN
fis-4833	239	2			PROPN
fis-4833	240	1			ADJ
fis-4833	240	2			PROPN
fis-4833	240	3			PROPN
fis-4833	240	4			NOUN
fis-4833	240	5	(	(	PUNCT
fis-4833	240	6	15	15	NUM
fis-4833	240	7	)	)	PUNCT
fis-4833	240	8	k	k	PROPN
fis-4833	240	9	depends	depend	VERB
fis-4833	240	10	on	on	ADP
fis-4833	240	11	the	the	DET
fis-4833	240	12	inclination	inclination	NOUN
fis-4833	240	13	of	of	ADP
fis-4833	240	14	the	the	DET
fis-4833	240	15	sswm	sswm	NOUN
fis-4833	240	16	strip	strip	NOUN
fis-4833	240	17	for	for	ADP
fis-4833	240	18	the	the	DET
fis-4833	240	19	cross	cross	NOUN
fis-4833	240	20	-	-	NOUN
fis-4833	240	21	section	section	NOUN
fis-4833	240	22	of	of	ADP
fis-4833	240	23	the	the	DET
fis-4833	240	24	member	member	NOUN
fis-4833	240	25	and	and	CCONJ
fis-4833	240	26	is	be	AUX
fis-4833	240	27	defined	define	VERB
fis-4833	240	28	as	as	ADP
fis-4833	240	29	:	:	SYM
fis-4833	240	30	2	2	NUM
fis-4833	240	31	1	1	NUM
fis-4833	240	32	1	1	NUM
fis-4833	240	33	(	(	PUNCT
fis-4833	240	34	tan	tan	PROPN
fis-4833	240	35	)	)	PUNCT
fis-4833	240	36	k	k	PROPN
fis-4833	240	37			X
fis-4833	241	1			PROPN
fis-4833	241	2			PROPN
fis-4833	241	3	(	(	PUNCT
fis-4833	241	4	16	16	NUM
fis-4833	241	5	)	)	PUNCT
fis-4833	241	6	eqn	eqn	NOUN
fis-4833	241	7	.	.	PUNCT
fis-4833	241	8	13	13	NUM
fis-4833	241	9	can	can	AUX
fis-4833	241	10	be	be	AUX
fis-4833	241	11	re	re	VERB
fis-4833	241	12	-	-	VERB
fis-4833	241	13	written	write	VERB
fis-4833	241	14	as	as	ADP
fis-4833	241	15	'	'	PUNCT
fis-4833	241	16	'	'	PUNCT
fis-4833	241	17	h	h	NOUN
fis-4833	241	18	v	v	NOUN
fis-4833	241	19	rcc	rcc	PROPN
fis-4833	241	20	c	c	PROPN
fis-4833	241	21	ukf	ukf	PROPN
fis-4833	241	22	k	k	PROPN
fis-4833	241	23	kf	kf	PROPN
fis-4833	241	24	k	k	PROPN
fis-4833	241	25	f	f	PROPN
fis-4833	241	26			X
fis-4833	241	27	(	(	PUNCT
fis-4833	241	28	17	17	NUM
fis-4833	241	29	)	)	PUNCT
fis-4833	241	30	s.	s.	PROPN
fis-4833	241	31	d.	d.	PROPN
fis-4833	241	32	raiyani	raiyani	PROPN
fis-4833	241	33	et	et	PROPN
fis-4833	241	34	alii	alii	PROPN
fis-4833	241	35	,	,	PUNCT
fis-4833	241	36	frattura	frattura	PROPN
fis-4833	241	37	ed	ed	PROPN
fis-4833	241	38	integrità	integrità	PROPN
fis-4833	241	39	strutturale	strutturale	PROPN
fis-4833	241	40	,	,	PUNCT
fis-4833	241	41	69	69	NUM
fis-4833	241	42	(	(	PUNCT
fis-4833	241	43	2024	2024	NUM
fis-4833	241	44	)	)	PUNCT
fis-4833	241	45	71	71	NUM
fis-4833	241	46	-	-	SYM
fis-4833	241	47	88	88	NUM
fis-4833	241	48	;	;	PUNCT
fis-4833	242	1	doi	doi	NOUN
fis-4833	242	2	:	:	PUNCT
fis-4833	242	3	10.3221	10.3221	NUM
fis-4833	242	4	/	/	SYM
fis-4833	242	5	igf	igf	PROPN
fis-4833	242	6	-	-	ADJ
fis-4833	242	7	esis.69.06	esis.69.06	NOUN
fis-4833	242	8	83	83	NUM
fis-4833	242	9	sswm	sswm	NOUN
fis-4833	242	10	confinement	confinement	NOUN
fis-4833	242	11	factor	factor	NOUN
fis-4833	242	12	(	(	PUNCT
fis-4833	242	13	sk	sk	INTJ
fis-4833	242	14	)	)	PUNCT
fis-4833	242	15	=	=	SYM
fis-4833	242	16	'	'	PUNCT
fis-4833	242	17	'	'	PUNCT
fis-4833	242	18	1cc	1cc	ADJ
fis-4833	242	19	h	h	PROPN
fis-4833	242	20	n	n	PROPN
fis-4833	242	21	c	c	NOUN
fis-4833	242	22	f	f	X
fis-4833	242	23	kk	kk	INTJ
fis-4833	242	24	w	w	PROPN
fis-4833	242	25	f	f	PROPN
fis-4833	243	1			PROPN
fis-4833	243	2			PROPN
fis-4833	243	3	(	(	PUNCT
fis-4833	243	4	18	18	NUM
fis-4833	243	5	)	)	PUNCT
fis-4833	244	1	where	where	SCONJ
fis-4833	244	2	,	,	PUNCT
fis-4833	244	3	'	'	PUNCT
fis-4833	244	4	2	2	NUM
fis-4833	244	5	uss	uss	PROPN
fis-4833	244	6	n	n	PROPN
fis-4833	244	7	v	v	NOUN
fis-4833	245	1	c	c	PROPN
fis-4833	245	2	f	f	PROPN
fis-4833	245	3	w	w	PROPN
fis-4833	245	4	k	k	PROPN
fis-4833	246	1	k	k	PROPN
fis-4833	246	2	f	f	PROPN
fis-4833	246	3			NOUN
fis-4833	246	4			NOUN
fis-4833	246	5	for	for	ADP
fis-4833	246	6	the	the	DET
fis-4833	246	7	present	present	ADJ
fis-4833	246	8	study	study	NOUN
fis-4833	246	9	,	,	PUNCT
fis-4833	246	10	using	use	VERB
fis-4833	246	11	the	the	DET
fis-4833	246	12	proposed	propose	VERB
fis-4833	246	13	model	model	NOUN
fis-4833	246	14	given	give	VERB
fis-4833	246	15	in	in	ADP
fis-4833	246	16	eqn	eqn	NOUN
fis-4833	246	17	.	.	PUNCT
fis-4833	247	1	18	18	NUM
fis-4833	247	2	,	,	PUNCT
fis-4833	247	3	the	the	DET
fis-4833	247	4	predicted	predict	VERB
fis-4833	247	5	confined	confine	VERB
fis-4833	247	6	compressive	compressive	ADJ
fis-4833	247	7	strength	strength	NOUN
fis-4833	247	8	is	be	AUX
fis-4833	247	9	calculated	calculate	VERB
fis-4833	247	10	and	and	CCONJ
fis-4833	247	11	plotted	plot	VERB
fis-4833	247	12	against	against	ADP
fis-4833	247	13	the	the	DET
fis-4833	247	14	experimental	experimental	ADJ
fis-4833	247	15	confined	confine	VERB
fis-4833	247	16	compressive	compressive	ADJ
fis-4833	247	17	strength	strength	NOUN
fis-4833	247	18	,	,	PUNCT
fis-4833	247	19	as	as	SCONJ
fis-4833	247	20	shown	show	VERB
fis-4833	247	21	in	in	ADP
fis-4833	247	22	fig	fig	NOUN
fis-4833	247	23	.	.	PUNCT
fis-4833	248	1	12	12	NUM
fis-4833	248	2	.	.	PUNCT
fis-4833	249	1	the	the	DET
fis-4833	249	2	figure	figure	NOUN
fis-4833	249	3	indicates	indicate	VERB
fis-4833	249	4	the	the	DET
fis-4833	249	5	good	good	ADJ
fis-4833	249	6	performance	performance	NOUN
fis-4833	249	7	of	of	ADP
fis-4833	249	8	the	the	DET
fis-4833	249	9	proposed	propose	VERB
fis-4833	249	10	model	model	NOUN
fis-4833	249	11	based	base	VERB
fis-4833	249	12	on	on	ADP
fis-4833	249	13	statistical	statistical	ADJ
fis-4833	249	14	data	datum	NOUN
fis-4833	249	15	and	and	CCONJ
fis-4833	249	16	eqn	eqn	NOUN
fis-4833	249	17	.	.	PUNCT
fis-4833	250	1	19	19	NUM
fis-4833	250	2	is	be	AUX
fis-4833	250	3	derived	derive	VERB
fis-4833	250	4	for	for	ADP
fis-4833	250	5	the	the	DET
fis-4833	250	6	sswm	sswm	NOUN
fis-4833	250	7	confinement	confinement	NOUN
fis-4833	250	8	factor	factor	NOUN
fis-4833	250	9			NOUN
fis-4833	250	10	.sk	.sk	PUNCT
fis-4833	251	1	1	1	NUM
fis-4833	251	2	3.6s	3.6s	NUM
fis-4833	251	3	h	h	NOUN
fis-4833	251	4	nk	nk	PROPN
fis-4833	251	5	k	k	PROPN
fis-4833	252	1	w	w	VERB
fis-4833	252	2			PROPN
fis-4833	252	3			PROPN
fis-4833	252	4	(	(	PUNCT
fis-4833	252	5	19	19	NUM
fis-4833	252	6	)	)	PUNCT
fis-4833	252	7	a	a	DET
fis-4833	252	8	total	total	NOUN
fis-4833	252	9	of	of	ADP
fis-4833	252	10	three	three	NUM
fis-4833	252	11	categories	category	NOUN
fis-4833	252	12	of	of	ADP
fis-4833	252	13	specimens	specimen	NOUN
fis-4833	252	14	are	be	AUX
fis-4833	252	15	considered	consider	VERB
fis-4833	252	16	to	to	PART
fis-4833	252	17	assess	assess	VERB
fis-4833	252	18	the	the	DET
fis-4833	252	19	performance	performance	NOUN
fis-4833	252	20	of	of	ADP
fis-4833	252	21	the	the	DET
fis-4833	252	22	proposed	propose	VERB
fis-4833	252	23	model	model	NOUN
fis-4833	252	24	,	,	PUNCT
fis-4833	252	25	as	as	SCONJ
fis-4833	252	26	shown	show	VERB
fis-4833	252	27	in	in	ADP
fis-4833	252	28	tab	tab	NOUN
fis-4833	252	29	.	.	PROPN
fis-4833	252	30	5	5	NUM
fis-4833	252	31	and	and	CCONJ
fis-4833	252	32	fig	fig	NOUN
fis-4833	252	33	.	.	PUNCT
fis-4833	253	1	13	13	NUM
fis-4833	253	2	.	.	PUNCT
fis-4833	254	1	the	the	DET
fis-4833	254	2	accuracy	accuracy	NOUN
fis-4833	254	3	is	be	AUX
fis-4833	254	4	illustrated	illustrate	VERB
fis-4833	254	5	with	with	ADP
fis-4833	254	6	the	the	DET
fis-4833	254	7	help	help	NOUN
fis-4833	254	8	of	of	ADP
fis-4833	254	9	average	average	ADJ
fis-4833	254	10	absolute	absolute	ADJ
fis-4833	254	11	error	error	NOUN
fis-4833	254	12	(	(	PUNCT
fis-4833	254	13	aae	aae	PROPN
fis-4833	254	14	)	)	PUNCT
fis-4833	254	15	as	as	ADV
fis-4833	254	16	well	well	ADV
fis-4833	254	17	as	as	ADP
fis-4833	254	18	mean	mean	ADJ
fis-4833	254	19	square	square	ADJ
fis-4833	254	20	error	error	NOUN
fis-4833	254	21	(	(	PUNCT
fis-4833	254	22	mse	mse	NOUN
fis-4833	254	23	)	)	PUNCT
fis-4833	254	24	statistical	statistical	ADJ
fis-4833	254	25	indicators	indicator	NOUN
fis-4833	254	26	.	.	PUNCT
fis-4833	255	1	the	the	DET
fis-4833	255	2	proposed	propose	VERB
fis-4833	255	3	model	model	NOUN
fis-4833	255	4	accurately	accurately	ADV
fis-4833	255	5	predicts	predict	VERB
fis-4833	255	6	the	the	DET
fis-4833	255	7	peak	peak	NOUN
fis-4833	255	8	strength	strength	NOUN
fis-4833	255	9	for	for	ADP
fis-4833	255	10	partially	partially	ADV
fis-4833	255	11	sswm	sswm	NOUN
fis-4833	255	12	-	-	PUNCT
fis-4833	255	13	confined	confine	VERB
fis-4833	255	14	concrete	concrete	NOUN
fis-4833	255	15	under	under	ADP
fis-4833	255	16	direct	direct	ADJ
fis-4833	255	17	compression	compression	NOUN
fis-4833	255	18	load	load	NOUN
fis-4833	255	19	based	base	VERB
fis-4833	255	20	on	on	ADP
fis-4833	255	21	the	the	DET
fis-4833	255	22	performance	performance	NOUN
fis-4833	255	23	of	of	ADP
fis-4833	255	24	these	these	DET
fis-4833	255	25	statistical	statistical	ADJ
fis-4833	255	26	indicators	indicator	NOUN
fis-4833	255	27	.	.	PUNCT
fis-4833	256	1	an	an	DET
fis-4833	256	2	illustration	illustration	NOUN
fis-4833	256	3	of	of	ADP
fis-4833	256	4	the	the	DET
fis-4833	256	5	proposed	propose	VERB
fis-4833	256	6	model	model	NOUN
fis-4833	256	7	for	for	ADP
fis-4833	256	8	the	the	DET
fis-4833	256	9	prediction	prediction	NOUN
fis-4833	256	10	of	of	ADP
fis-4833	256	11	compressive	compressive	ADJ
fis-4833	256	12	strength	strength	NOUN
fis-4833	256	13	of	of	ADP
fis-4833	256	14	a	a	DET
fis-4833	256	15	partially	partially	ADV
fis-4833	256	16	sswm	sswm	NOUN
fis-4833	256	17	-	-	PUNCT
fis-4833	256	18	confined	confine	VERB
fis-4833	256	19	concrete	concrete	ADJ
fis-4833	256	20	cylinder	cylinder	NOUN
fis-4833	256	21	with	with	ADP
fis-4833	256	22	a	a	DET
fis-4833	256	23	strip	strip	NOUN
fis-4833	256	24	gap	gap	NOUN
fis-4833	256	25	of	of	ADP
fis-4833	256	26	30	30	NUM
fis-4833	256	27	mm	mm	NOUN
fis-4833	256	28	is	be	AUX
fis-4833	256	29	given	give	VERB
fis-4833	256	30	in	in	ADP
fis-4833	256	31	the	the	DET
fis-4833	256	32	appendix	appendix	NOUN
fis-4833	256	33	.	.	PUNCT
fis-4833	257	1	figure	figure	NOUN
fis-4833	257	2	12	12	NUM
fis-4833	257	3	:	:	PUNCT
fis-4833	257	4	the	the	DET
fis-4833	257	5	proposed	propose	VERB
fis-4833	257	6	model	model	NOUN
fis-4833	257	7	based	base	VERB
fis-4833	257	8	on	on	ADP
fis-4833	257	9	the	the	DET
fis-4833	257	10	experimental	experimental	ADJ
fis-4833	257	11	data	datum	NOUN
fis-4833	257	12	.	.	PUNCT
fis-4833	258	1	s.	s.	PROPN
fis-4833	258	2	d.	d.	PROPN
fis-4833	258	3	raiyani	raiyani	PROPN
fis-4833	258	4	et	et	PROPN
fis-4833	258	5	alii	alii	PROPN
fis-4833	258	6	,	,	PUNCT
fis-4833	258	7	frattura	frattura	PROPN
fis-4833	258	8	ed	ed	PROPN
fis-4833	258	9	integrità	integrità	PROPN
fis-4833	258	10	strutturale	strutturale	PROPN
fis-4833	258	11	,	,	PUNCT
fis-4833	258	12	69	69	NUM
fis-4833	258	13	(	(	PUNCT
fis-4833	258	14	2024	2024	NUM
fis-4833	258	15	)	)	PUNCT
fis-4833	258	16	71	71	NUM
fis-4833	258	17	-	-	SYM
fis-4833	258	18	88	88	NUM
fis-4833	258	19	;	;	PUNCT
fis-4833	258	20	doi	doi	NOUN
fis-4833	258	21	:	:	PUNCT
fis-4833	258	22	10.3221	10.3221	NUM
fis-4833	258	23	/	/	SYM
fis-4833	258	24	igf	igf	PROPN
fis-4833	258	25	-	-	ADJ
fis-4833	258	26	esis.69.06	esis.69.06	NOUN
fis-4833	258	27	84	84	NUM
fis-4833	258	28	experimental	experimental	ADJ
fis-4833	258	29	results	result	NOUN
fis-4833	258	30	predicted	predict	VERB
fis-4833	258	31	results	result	NOUN
fis-4833	258	32	aae	aae	PROPN
fis-4833	258	33	mse	mse	PROPN
fis-4833	258	34	specimen	specimen	PROPN
fis-4833	258	35	identification	identification	NOUN
fis-4833	258	36	peak	peak	NOUN
fis-4833	258	37	axial	axial	ADJ
fis-4833	258	38	load	load	NOUN
fis-4833	258	39	(	(	PUNCT
fis-4833	258	40	kn	kn	PROPN
fis-4833	258	41	)	)	PUNCT
fis-4833	258	42	pu	pu	PROPN
fis-4833	258	43	'	'	PUNCT
fis-4833	258	44	ccf	ccf	PROPN
fis-4833	258	45	(	(	PUNCT
fis-4833	258	46	mpa	mpa	PROPN
fis-4833	258	47	)	)	PUNCT
fis-4833	258	48	'	'	PUNCT
fis-4833	258	49	'	'	PUNCT
fis-4833	259	1	cc	cc	X
fis-4833	260	1	c	c	NOUN
fis-4833	260	2	ex	ex	X
fis-4833	260	3	f	f	PROPN
fis-4833	260	4	f	f	PROPN
fis-4833	260	5			NOUN
fis-4833	260	6			PROPN
fis-4833	260	7			PROPN
fis-4833	260	8			PROPN
fis-4833	260	9			PROPN
fis-4833	260	10			PROPN
fis-4833	260	11	nw	nw	INTJ
fis-4833	260	12	'	'	PUNCT
fis-4833	260	13	'	'	PUNCT
fis-4833	260	14	cc	cc	PROPN
fis-4833	260	15	c	c	X
fis-4833	260	16	pre	pre	X
fis-4833	260	17	f	f	PROPN
fis-4833	260	18	f	f	PROPN
fis-4833	260	19			NOUN
fis-4833	260	20			PROPN
fis-4833	260	21			PROPN
fis-4833	260	22			PROPN
fis-4833	260	23			PROPN
fis-4833	260	24			PROPN
fis-4833	260	25	'	'	PART
fis-4833	260	26	'	'	PUNCT
fis-4833	260	27	'	'	PUNCT
fis-4833	260	28	'	'	PUNCT
fis-4833	260	29	'	'	PUNCT
fis-4833	260	30	'	'	PUNCT
fis-4833	260	31	cc	cc	PROPN
fis-4833	260	32	cc	cc	PROPN
fis-4833	260	33	c	c	PROPN
fis-4833	260	34	cpre	cpre	PROPN
fis-4833	260	35	exp	exp	NOUN
fis-4833	260	36	cc	cc	PROPN
fis-4833	260	37	c	c	PROPN
fis-4833	260	38	exp	exp	NOUN
fis-4833	261	1	f	f	PROPN
fis-4833	261	2	f	f	PROPN
fis-4833	262	1	f	f	PROPN
fis-4833	262	2	f	f	PROPN
fis-4833	262	3	f	f	PROPN
fis-4833	262	4	f	f	PROPN
fis-4833	262	5			PROPN
fis-4833	262	6			PROPN
fis-4833	262	7			NOUN
fis-4833	262	8			PROPN
fis-4833	262	9			PROPN
fis-4833	263	1			PROPN
fis-4833	264	1			PROPN
fis-4833	264	2			PROPN
fis-4833	265	1			ADJ
fis-4833	265	2			PROPN
fis-4833	265	3			PROPN
fis-4833	265	4			NOUN
fis-4833	265	5			NOUN
fis-4833	265	6			PROPN
fis-4833	265	7			PROPN
fis-4833	265	8			PROPN
fis-4833	266	1			ADJ
fis-4833	266	2			NUM
fis-4833	266	3	2	2	NUM
fis-4833	266	4	'	'	PUNCT
fis-4833	266	5	'	'	PUNCT
fis-4833	266	6	'	'	PUNCT
fis-4833	266	7	'	'	PUNCT
fis-4833	266	8	'	'	PUNCT
fis-4833	266	9	'	'	PUNCT
fis-4833	266	10	cc	cc	PROPN
fis-4833	266	11	cc	cc	PROPN
fis-4833	266	12	c	c	PROPN
fis-4833	266	13	cpre	cpre	PROPN
fis-4833	266	14	exp	exp	NOUN
fis-4833	266	15	cc	cc	PROPN
fis-4833	266	16	c	c	PROPN
fis-4833	266	17	exp	exp	NOUN
fis-4833	267	1	f	f	PROPN
fis-4833	267	2	f	f	PROPN
fis-4833	268	1	f	f	PROPN
fis-4833	268	2	f	f	PROPN
fis-4833	268	3	f	f	PROPN
fis-4833	268	4	f	f	PROPN
fis-4833	268	5			PROPN
fis-4833	268	6			NOUN
fis-4833	268	7			NOUN
fis-4833	268	8			NOUN
fis-4833	269	1			PROPN
fis-4833	269	2			PROPN
fis-4833	269	3			PROPN
fis-4833	270	1			PROPN
fis-4833	270	2			PROPN
fis-4833	270	3			VERB
fis-4833	270	4			PROPN
fis-4833	270	5			NOUN
fis-4833	270	6			PROPN
fis-4833	270	7			PROPN
fis-4833	270	8			PROPN
fis-4833	270	9			PROPN
fis-4833	270	10			PROPN
fis-4833	271	1			PROPN
fis-4833	271	2			PROPN
fis-4833	272	1			VERB
fis-4833	273	1			VERB
fis-4833	273	2			NOUN
fis-4833	273	3			NOUN
fis-4833	273	4	remarks	remark	VERB
fis-4833	273	5	s300	s300	PROPN
fis-4833	273	6	(	(	PUNCT
fis-4833	273	7	control	control	NOUN
fis-4833	273	8	)	)	PUNCT
fis-4833	273	9	610	610	NUM
fis-4833	273	10	34.52	34.52	NUM
fis-4833	273	11	1.00	1.00	NUM
fis-4833	273	12	0.00000	0.00000	NUM
fis-4833	273	13	1.00	1.00	NUM
fis-4833	273	14	0.000031	0.000031	NUM
fis-4833	273	15	0.000000	0.000000	NUM
fis-4833	273	16	present	present	ADJ
fis-4833	273	17	experimental	experimental	ADJ
fis-4833	273	18	study	study	NOUN
fis-4833	273	19	s210	s210	PROPN
fis-4833	273	20	620	620	NUM
fis-4833	273	21	35.08	35.08	NUM
fis-4833	273	22	1.02	1.02	NUM
fis-4833	273	23	0.00251	0.00251	NUM
fis-4833	273	24	1.01	1.01	NUM
fis-4833	273	25	0.007194	0.007194	NUM
fis-4833	273	26	0.000060	0.000060	NUM
fis-4833	274	1	s180	s180	PROPN
fis-4833	274	2	641	641	NUM
fis-4833	274	3	36.27	36.27	NUM
fis-4833	274	4	1.05	1.05	NUM
fis-4833	274	5	0.00511	0.00511	NUM
fis-4833	274	6	1.02	1.02	NUM
fis-4833	274	7	0.030811	0.030811	NUM
fis-4833	274	8	0.000984	0.000984	NUM
fis-4833	274	9	s150	s150	PROPN
fis-4833	274	10	651	651	NUM
fis-4833	274	11	36.84	36.84	NUM
fis-4833	274	12	1.07	1.07	NUM
fis-4833	274	13	0.00913	0.00913	NUM
fis-4833	274	14	1.03	1.03	NUM
fis-4833	274	15	0.032144	0.032144	NUM
fis-4833	274	16	0.001070	0.001070	NUM
fis-4833	275	1	s120	s120	NUM
fis-4833	275	2	668	668	NUM
fis-4833	275	3	37.80	37.80	NUM
fis-4833	275	4	1.10	1.10	NUM
fis-4833	275	5	0.01503	0.01503	NUM
fis-4833	275	6	1.05	1.05	NUM
fis-4833	275	7	0.037388	0.037388	NUM
fis-4833	275	8	0.001440	0.001440	NUM
fis-4833	275	9	s90	s90	NOUN
fis-4833	275	10	675	675	NUM
fis-4833	275	11	38.20	38.20	NUM
fis-4833	275	12	1.11	1.11	NUM
fis-4833	275	13	0.02341	0.02341	NUM
fis-4833	275	14	1.08	1.08	NUM
fis-4833	275	15	0.020114	0.020114	NUM
fis-4833	275	16	0.000428	0.000428	NUM
fis-4833	275	17	s60	s60	NOUN
fis-4833	275	18	690	690	NUM
fis-4833	275	19	39.05	39.05	NUM
fis-4833	275	20	1.13	1.13	NUM
fis-4833	275	21	0.03507	0.03507	NUM
fis-4833	275	22	1.13	1.13	NUM
fis-4833	275	23	0.004301	0.004301	NUM
fis-4833	275	24	0.000024	0.000024	NUM
fis-4833	275	25	s30	s30	PROPN
fis-4833	275	26	717.50	717.50	NUM
fis-4833	275	27	40.60	40.60	NUM
fis-4833	275	28	1.18	1.18	NUM
fis-4833	275	29	0.05111	0.05111	NUM
fis-4833	275	30	1.18	1.18	NUM
fis-4833	275	31	0.006630	0.006630	NUM
fis-4833	275	32	0.000037	0.000037	NUM
fis-4833	275	33	s0	s0	NOUN
fis-4833	275	34	789	789	NUM
fis-4833	275	35	44.65	44.65	NUM
fis-4833	275	36	1.29	1.29	NUM
fis-4833	275	37	0.07306	0.07306	NUM
fis-4833	275	38	1.26	1.26	NUM
fis-4833	275	39	0.023493	0.023493	NUM
fis-4833	275	40	0.000579	0.000579	NUM
fis-4833	275	41	c400m15w1	c400m15w1	ADJ
fis-4833	275	42	630	630	NUM
fis-4833	275	43	20.05	20.05	NUM
fis-4833	275	44	1.19	1.19	NUM
fis-4833	275	45	0.11206	0.11206	NUM
fis-4833	275	46	1.40	1.40	NUM
fis-4833	275	47	0.180639	0.180639	NUM
fis-4833	275	48	0.032631	0.032631	NUM
fis-4833	276	1	kumar	kumar	PROPN
fis-4833	276	2	and	and	CCONJ
fis-4833	276	3	patel	patel	PROPN
fis-4833	276	4	[	[	X
fis-4833	276	5	21	21	NUM
fis-4833	276	6	]	]	X
fis-4833	276	7	c400m20w1	c400m20w1	PROPN
fis-4833	276	8	705	705	NUM
fis-4833	276	9	22.44	22.44	NUM
fis-4833	276	10	1.07	1.07	NUM
fis-4833	276	11	0.08998	0.08998	NUM
fis-4833	276	12	1.32	1.32	NUM
fis-4833	276	13	0.239437	0.239437	NUM
fis-4833	276	14	0.057330	0.057330	NUM
fis-4833	276	15	c400m25w1	c400m25w1	ADJ
fis-4833	276	16	920	920	NUM
fis-4833	276	17	29.28	29.28	NUM
fis-4833	276	18	1.18	1.18	NUM
fis-4833	276	19	0.07614	0.07614	NUM
fis-4833	276	20	1.27	1.27	NUM
fis-4833	276	21	0.080220	0.080220	NUM
fis-4833	276	22	0.006435	0.006435	NUM
fis-4833	276	23	40×32_1	40×32_1	NUM
fis-4833	276	24	770.50	770.50	NUM
fis-4833	276	25	43.6	43.6	NUM
fis-4833	276	26	1.26	1.26	NUM
fis-4833	276	27	0.07845	0.07845	NUM
fis-4833	276	28	1.28	1.28	NUM
fis-4833	276	29	0.054982	0.054982	NUM
fis-4833	276	30	0.000217	0.000217	NUM
fis-4833	276	31	patel	patel	PROPN
fis-4833	276	32	et	et	PROPN
fis-4833	276	33	al	al	PROPN
fis-4833	276	34	.	.	PUNCT
fis-4833	277	1	[	[	X
fis-4833	277	2	32	32	NUM
fis-4833	277	3	]	]	PUNCT
fis-4833	277	4	40×32_2	40×32_2	PRON
fis-4833	277	5	738.67	738.67	NUM
fis-4833	277	6	41.8	41.8	NUM
fis-4833	277	7	1.21	1.21	NUM
fis-4833	277	8	0.07845	0.07845	NUM
fis-4833	277	9	1.28	1.28	NUM
fis-4833	277	10	0.014261	0.014261	NUM
fis-4833	277	11	0.003416	0.003416	NUM
fis-4833	277	12	40×32_3	40×32_3	NUM
fis-4833	277	13	694.50	694.50	NUM
fis-4833	277	14	39.3	39.3	NUM
fis-4833	277	15	1.14	1.14	NUM
fis-4833	277	16	0.07845	0.07845	NUM
fis-4833	277	17	1.28	1.28	NUM
fis-4833	277	18	0.048432	0.048432	NUM
fis-4833	277	19	0.015817	0.015817	NUM
fis-4833	277	20	1	1	NUM
fis-4833	277	21	100	100	NUM
fis-4833	277	22	n	n	CCONJ
fis-4833	277	23	aae	aae	PROPN
fis-4833	277	24	or	or	CCONJ
fis-4833	277	25	msl	msl	PROPN
fis-4833	277	26	n	n	PROPN
fis-4833	277	27	=	=	SYM
fis-4833	277	28	5.20	5.20	NUM
fis-4833	277	29	%	%	NOUN
fis-4833	277	30	2.31	2.31	NUM
fis-4833	277	31	%	%	NOUN
fis-4833	278	1	n	n	PRON
fis-4833	278	2	is	be	AUX
fis-4833	278	3	no	no	PRON
fis-4833	278	4	.	.	NOUN
fis-4833	278	5	of	of	ADP
fis-4833	278	6	specimens	specimen	NOUN
fis-4833	278	7	table	table	NOUN
fis-4833	278	8	5	5	NUM
fis-4833	278	9	:	:	PUNCT
fis-4833	278	10	performance	performance	NOUN
fis-4833	278	11	of	of	ADP
fis-4833	278	12	proposed	propose	VERB
fis-4833	278	13	model	model	NOUN
fis-4833	278	14	for	for	ADP
fis-4833	278	15	ultimate	ultimate	ADJ
fis-4833	278	16	strength	strength	NOUN
fis-4833	278	17	prediction	prediction	NOUN
fis-4833	278	18	.	.	PUNCT
fis-4833	279	1	figure	figure	NOUN
fis-4833	279	2	13	13	NUM
fis-4833	279	3	:	:	PUNCT
fis-4833	279	4	performance	performance	NOUN
fis-4833	279	5	of	of	ADP
fis-4833	279	6	the	the	DET
fis-4833	279	7	proposed	propose	VERB
fis-4833	279	8	model	model	NOUN
fis-4833	279	9	for	for	ADP
fis-4833	279	10	predicting	predict	VERB
fis-4833	279	11	confined	confine	VERB
fis-4833	279	12	compressive	compressive	ADJ
fis-4833	279	13	strength	strength	NOUN
fis-4833	279	14	.	.	PUNCT
fis-4833	280	1	s.	s.	PROPN
fis-4833	280	2	d.	d.	PROPN
fis-4833	280	3	raiyani	raiyani	PROPN
fis-4833	280	4	et	et	PROPN
fis-4833	280	5	alii	alii	PROPN
fis-4833	280	6	,	,	PUNCT
fis-4833	280	7	frattura	frattura	PROPN
fis-4833	280	8	ed	ed	PROPN
fis-4833	280	9	integrità	integrità	PROPN
fis-4833	280	10	strutturale	strutturale	PROPN
fis-4833	280	11	,	,	PUNCT
fis-4833	280	12	69	69	NUM
fis-4833	280	13	(	(	PUNCT
fis-4833	280	14	2024	2024	NUM
fis-4833	280	15	)	)	PUNCT
fis-4833	280	16	71	71	NUM
fis-4833	280	17	-	-	SYM
fis-4833	280	18	88	88	NUM
fis-4833	280	19	;	;	PUNCT
fis-4833	280	20	doi	doi	NOUN
fis-4833	280	21	:	:	PUNCT
fis-4833	280	22	10.3221	10.3221	NUM
fis-4833	280	23	/	/	SYM
fis-4833	280	24	igf	igf	PROPN
fis-4833	280	25	-	-	PUNCT
fis-4833	280	26	esis.69.06	esis.69.06	NOUN
fis-4833	280	27	85	85	NUM
fis-4833	280	28	conclusion	conclusion	NOUN
fis-4833	280	29	he	he	PRON
fis-4833	280	30	experimental	experimental	ADJ
fis-4833	280	31	program	program	NOUN
fis-4833	280	32	outlined	outline	VERB
fis-4833	280	33	in	in	ADP
fis-4833	280	34	the	the	DET
fis-4833	280	35	paper	paper	NOUN
fis-4833	280	36	has	have	AUX
fis-4833	280	37	provided	provide	VERB
fis-4833	280	38	crucial	crucial	ADJ
fis-4833	280	39	insights	insight	NOUN
fis-4833	280	40	into	into	ADP
fis-4833	280	41	the	the	DET
fis-4833	280	42	behaviour	behaviour	NOUN
fis-4833	280	43	of	of	ADP
fis-4833	280	44	sswm	sswm	NOUN
fis-4833	280	45	-	-	PUNCT
fis-4833	280	46	confined	confine	VERB
fis-4833	280	47	concrete	concrete	NOUN
fis-4833	280	48	.	.	PUNCT
fis-4833	281	1	the	the	DET
fis-4833	281	2	enhancement	enhancement	NOUN
fis-4833	281	3	in	in	ADP
fis-4833	281	4	compressive	compressive	ADJ
fis-4833	281	5	stress	stress	NOUN
fis-4833	281	6	and	and	CCONJ
fis-4833	281	7	axial	axial	ADJ
fis-4833	281	8	strain	strain	NOUN
fis-4833	281	9	of	of	ADP
fis-4833	281	10	concrete	concrete	ADJ
fis-4833	281	11	cylinders	cylinder	NOUN
fis-4833	281	12	is	be	AUX
fis-4833	281	13	contingent	contingent	ADJ
fis-4833	281	14	on	on	ADP
fis-4833	281	15	the	the	DET
fis-4833	281	16	specific	specific	ADJ
fis-4833	281	17	configuration	configuration	NOUN
fis-4833	281	18	of	of	ADP
fis-4833	281	19	sswm	sswm	NOUN
fis-4833	281	20	wrapping	wrapping	NOUN
fis-4833	281	21	.	.	PUNCT
fis-4833	282	1	the	the	DET
fis-4833	282	2	following	follow	VERB
fis-4833	282	3	conclusions	conclusion	NOUN
fis-4833	282	4	are	be	AUX
fis-4833	282	5	drawn	draw	VERB
fis-4833	282	6	to	to	PART
fis-4833	282	7	elucidate	elucidate	VERB
fis-4833	282	8	the	the	DET
fis-4833	282	9	effectiveness	effectiveness	NOUN
fis-4833	282	10	of	of	ADP
fis-4833	282	11	sswm	sswm	NOUN
fis-4833	282	12	wrapping	wrap	VERB
fis-4833	282	13	on	on	ADP
fis-4833	282	14	concrete	concrete	NOUN
fis-4833	282	15	:	:	PUNCT
fis-4833	282	16			NOUN
fis-4833	282	17	the	the	DET
fis-4833	282	18	strength	strength	NOUN
fis-4833	282	19	and	and	CCONJ
fis-4833	282	20	strain	strain	NOUN
fis-4833	282	21	capacity	capacity	NOUN
fis-4833	282	22	of	of	ADP
fis-4833	282	23	specimens	specimen	NOUN
fis-4833	282	24	wrapped	wrap	VERB
fis-4833	282	25	with	with	ADP
fis-4833	282	26	sswm	sswm	NOUN
fis-4833	282	27	exhibit	exhibit	NOUN
fis-4833	282	28	improvements	improvement	NOUN
fis-4833	282	29	compared	compare	VERB
fis-4833	282	30	to	to	ADP
fis-4833	282	31	unconfined	unconfined	ADJ
fis-4833	282	32	concrete	concrete	ADJ
fis-4833	282	33	cylinders	cylinder	NOUN
fis-4833	282	34	.	.	PUNCT
fis-4833	283	1	fully	fully	ADV
fis-4833	283	2	wrapped	wrap	VERB
fis-4833	283	3	concrete	concrete	ADJ
fis-4833	283	4	cylinder	cylinder	NOUN
fis-4833	283	5	with	with	ADP
fis-4833	283	6	sswm	sswm	NOUN
fis-4833	283	7	(	(	PUNCT
fis-4833	283	8	s0	s0	NOUN
fis-4833	283	9	)	)	PUNCT
fis-4833	283	10	exhibit	exhibit	NOUN
fis-4833	283	11	improvements	improvement	NOUN
fis-4833	283	12	in	in	ADP
fis-4833	283	13	strength	strength	NOUN
fis-4833	283	14	by	by	ADP
fis-4833	283	15	29.35	29.35	NUM
fis-4833	283	16	%	%	NOUN
fis-4833	283	17	as	as	ADP
fis-4833	283	18	compared	compare	VERB
fis-4833	283	19	to	to	ADP
fis-4833	283	20	an	an	DET
fis-4833	283	21	unconfined	unconfined	ADJ
fis-4833	283	22	concrete	concrete	ADJ
fis-4833	283	23	cylinder	cylinder	NOUN
fis-4833	283	24	.	.	PUNCT
fis-4833	284	1	the	the	DET
fis-4833	284	2	enhancement	enhancement	NOUN
fis-4833	284	3	in	in	ADP
fis-4833	284	4	strength	strength	NOUN
fis-4833	284	5	of	of	ADP
fis-4833	284	6	a	a	DET
fis-4833	284	7	full	full	ADV
fis-4833	284	8	-	-	PUNCT
fis-4833	284	9	wrapped	wrap	VERB
fis-4833	284	10	concrete	concrete	ADJ
fis-4833	284	11	cylinder	cylinder	NOUN
fis-4833	284	12	(	(	PUNCT
fis-4833	284	13	s0	s0	PROPN
fis-4833	284	14	)	)	PUNCT
fis-4833	284	15	is	be	AUX
fis-4833	284	16	almost	almost	ADV
fis-4833	284	17	double	double	ADJ
fis-4833	284	18	than	than	ADP
fis-4833	284	19	concrete	concrete	ADJ
fis-4833	284	20	cylinder	cylinder	NOUN
fis-4833	284	21	wrapped	wrap	VERB
fis-4833	284	22	with	with	ADP
fis-4833	284	23	two	two	NUM
fis-4833	284	24	strips	strip	NOUN
fis-4833	284	25	of	of	ADP
fis-4833	284	26	sswm	sswm	NOUN
fis-4833	284	27	at	at	ADP
fis-4833	284	28	60	60	NUM
fis-4833	284	29	mm	mm	NOUN
fis-4833	284	30	spacing	spacing	NOUN
fis-4833	284	31	(	(	PUNCT
fis-4833	284	32	s60	s60	NOUN
fis-4833	284	33	)	)	PUNCT
fis-4833	284	34	.	.	PUNCT
fis-4833	285	1			PRON
fis-4833	285	2	rupture	rupture	NOUN
fis-4833	285	3	of	of	ADP
fis-4833	285	4	sswm	sswm	NOUN
fis-4833	285	5	is	be	AUX
fis-4833	285	6	observed	observe	VERB
fis-4833	285	7	in	in	ADP
fis-4833	285	8	confined	confine	VERB
fis-4833	285	9	concrete	concrete	NOUN
fis-4833	285	10	when	when	SCONJ
fis-4833	285	11	the	the	DET
fis-4833	285	12	gap	gap	NOUN
fis-4833	285	13	between	between	ADP
fis-4833	285	14	confining	confine	VERB
fis-4833	285	15	strips	strip	NOUN
fis-4833	285	16	is	be	AUX
fis-4833	285	17	less	less	ADJ
fis-4833	285	18	than	than	ADP
fis-4833	285	19	the	the	DET
fis-4833	285	20	diameter	diameter	NOUN
fis-4833	285	21	of	of	ADP
fis-4833	285	22	the	the	DET
fis-4833	285	23	cylinder	cylinder	NOUN
fis-4833	285	24	.	.	PUNCT
fis-4833	286	1	the	the	DET
fis-4833	286	2	ultimate	ultimate	ADJ
fis-4833	286	3	strain	strain	NOUN
fis-4833	286	4	in	in	ADP
fis-4833	286	5	the	the	DET
fis-4833	286	6	sswm	sswm	NOUN
fis-4833	286	7	wraps	wrap	NOUN
fis-4833	286	8	is	be	AUX
fis-4833	286	9	notably	notably	ADV
fis-4833	286	10	lower	low	ADJ
fis-4833	286	11	than	than	ADP
fis-4833	286	12	the	the	DET
fis-4833	286	13	rupture	rupture	NOUN
fis-4833	286	14	strain	strain	NOUN
fis-4833	286	15	obtained	obtain	VERB
fis-4833	286	16	from	from	ADP
fis-4833	286	17	the	the	DET
fis-4833	286	18	tensile	tensile	NOUN
fis-4833	286	19	coupon	coupon	NOUN
fis-4833	286	20	test	test	NOUN
fis-4833	286	21	.	.	PUNCT
fis-4833	287	1			X
fis-4833	288	1	the	the	DET
fis-4833	288	2	stress	stress	NOUN
fis-4833	288	3	-	-	PUNCT
fis-4833	288	4	strain	strain	NOUN
fis-4833	288	5	response	response	NOUN
fis-4833	288	6	of	of	ADP
fis-4833	288	7	sswm	sswm	NOUN
fis-4833	288	8	-	-	PUNCT
fis-4833	288	9	confined	confine	VERB
fis-4833	288	10	concrete	concrete	ADJ
fis-4833	288	11	cylinders	cylinder	NOUN
fis-4833	288	12	can	can	AUX
fis-4833	288	13	be	be	AUX
fis-4833	288	14	characterised	characterise	VERB
fis-4833	288	15	in	in	ADP
fis-4833	288	16	two	two	NUM
fis-4833	288	17	zones	zone	NOUN
fis-4833	288	18	.	.	PUNCT
fis-4833	289	1	the	the	DET
fis-4833	289	2	first	first	ADJ
fis-4833	289	3	zone	zone	NOUN
fis-4833	289	4	is	be	AUX
fis-4833	289	5	almost	almost	ADV
fis-4833	289	6	linear	linear	ADJ
fis-4833	289	7	,	,	PUNCT
fis-4833	289	8	reflecting	reflect	VERB
fis-4833	289	9	the	the	DET
fis-4833	289	10	passive	passive	ADJ
fis-4833	289	11	behaviour	behaviour	NOUN
fis-4833	289	12	of	of	ADP
fis-4833	289	13	sswm	sswm	NOUN
fis-4833	289	14	.	.	PUNCT
fis-4833	290	1	the	the	DET
fis-4833	290	2	second	second	ADJ
fis-4833	290	3	zone	zone	NOUN
fis-4833	290	4	initiates	initiate	VERB
fis-4833	290	5	with	with	ADP
fis-4833	290	6	a	a	DET
fis-4833	290	7	transition	transition	NOUN
fis-4833	290	8	and	and	CCONJ
fis-4833	290	9	transforms	transform	VERB
fis-4833	290	10	into	into	ADP
fis-4833	290	11	an	an	DET
fis-4833	290	12	active	active	ADJ
fis-4833	290	13	zone	zone	NOUN
fis-4833	290	14	where	where	SCONJ
fis-4833	290	15	sswm	sswm	NOUN
fis-4833	290	16	functions	function	NOUN
fis-4833	290	17	as	as	ADP
fis-4833	290	18	an	an	DET
fis-4833	290	19	active	active	ADJ
fis-4833	290	20	confining	confining	NOUN
fis-4833	290	21	element	element	NOUN
fis-4833	290	22	.	.	PUNCT
fis-4833	291	1			X
fis-4833	291	2	a	a	DET
fis-4833	291	3	novel	novel	NOUN
fis-4833	291	4	and	and	CCONJ
fis-4833	291	5	simplified	simplified	ADJ
fis-4833	291	6	model	model	NOUN
fis-4833	291	7	has	have	AUX
fis-4833	291	8	been	be	AUX
fis-4833	291	9	proposed	propose	VERB
fis-4833	291	10	,	,	PUNCT
fis-4833	291	11	incorporating	incorporate	VERB
fis-4833	291	12	both	both	CCONJ
fis-4833	291	13	the	the	DET
fis-4833	291	14	experimental	experimental	ADJ
fis-4833	291	15	results	result	NOUN
fis-4833	291	16	and	and	CCONJ
fis-4833	291	17	the	the	DET
fis-4833	291	18	model	model	NOUN
fis-4833	291	19	available	available	ADJ
fis-4833	291	20	in	in	ADP
fis-4833	291	21	cnr	cnr	PROPN
fis-4833	291	22	dt200	dt200	PROPN
fis-4833	292	1	[	[	X
fis-4833	292	2	13	13	NUM
fis-4833	292	3	]	]	PUNCT
fis-4833	292	4	,	,	PUNCT
fis-4833	292	5	to	to	PART
fis-4833	292	6	evaluate	evaluate	VERB
fis-4833	292	7	the	the	DET
fis-4833	292	8	compressive	compressive	ADJ
fis-4833	292	9	strength	strength	NOUN
fis-4833	292	10	of	of	ADP
fis-4833	292	11	sswm	sswm	NOUN
fis-4833	292	12	-	-	PUNCT
fis-4833	292	13	confined	confine	VERB
fis-4833	292	14	concrete	concrete	NOUN
fis-4833	292	15	.	.	PUNCT
fis-4833	293	1	the	the	DET
fis-4833	293	2	conducted	conduct	VERB
fis-4833	293	3	tests	test	NOUN
fis-4833	293	4	revealed	reveal	VERB
fis-4833	293	5	a	a	DET
fis-4833	293	6	linear	linear	ADJ
fis-4833	293	7	correlation	correlation	NOUN
fis-4833	293	8	between	between	ADP
fis-4833	293	9	the	the	DET
fis-4833	293	10	strength	strength	NOUN
fis-4833	293	11	of	of	ADP
fis-4833	293	12	confined	confine	VERB
fis-4833	293	13	concrete	concrete	NOUN
fis-4833	293	14	and	and	CCONJ
fis-4833	293	15	the	the	DET
fis-4833	293	16	pressure	pressure	NOUN
fis-4833	293	17	exerted	exert	VERB
fis-4833	293	18	by	by	ADP
fis-4833	293	19	sswm	sswm	NOUN
fis-4833	293	20	.	.	PUNCT
fis-4833	294	1			PUNCT
fis-4833	294	2	the	the	DET
fis-4833	294	3	accuracy	accuracy	NOUN
fis-4833	294	4	of	of	ADP
fis-4833	294	5	the	the	DET
fis-4833	294	6	model	model	NOUN
fis-4833	294	7	is	be	AUX
fis-4833	294	8	assessed	assess	VERB
fis-4833	294	9	with	with	ADP
fis-4833	294	10	the	the	DET
fis-4833	294	11	help	help	NOUN
fis-4833	294	12	of	of	ADP
fis-4833	294	13	average	average	ADJ
fis-4833	294	14	absolute	absolute	ADJ
fis-4833	294	15	error	error	NOUN
fis-4833	294	16	and	and	CCONJ
fis-4833	294	17	mean	mean	ADJ
fis-4833	294	18	square	square	ADJ
fis-4833	294	19	error	error	NOUN
fis-4833	294	20	,	,	PUNCT
fis-4833	294	21	and	and	CCONJ
fis-4833	294	22	results	result	NOUN
fis-4833	294	23	show	show	VERB
fis-4833	294	24	nearly	nearly	ADV
fis-4833	294	25	5.20	5.20	NUM
fis-4833	294	26	%	%	NOUN
fis-4833	294	27	and	and	CCONJ
fis-4833	294	28	2.31	2.31	NUM
fis-4833	294	29	%	%	NOUN
fis-4833	294	30	error	error	NOUN
fis-4833	294	31	,	,	PUNCT
fis-4833	294	32	respectively	respectively	ADV
fis-4833	294	33	.	.	PUNCT
fis-4833	295	1	it	it	PRON
fis-4833	295	2	shows	show	VERB
fis-4833	295	3	that	that	SCONJ
fis-4833	295	4	the	the	DET
fis-4833	295	5	proposed	propose	VERB
fis-4833	295	6	model	model	NOUN
fis-4833	295	7	accurately	accurately	ADV
fis-4833	295	8	predicts	predict	VERB
fis-4833	295	9	the	the	DET
fis-4833	295	10	peak	peak	NOUN
fis-4833	295	11	strength	strength	NOUN
fis-4833	295	12	for	for	ADP
fis-4833	295	13	partially	partially	ADV
fis-4833	295	14	sswm	sswm	NOUN
fis-4833	295	15	-	-	PUNCT
fis-4833	295	16	confined	confine	VERB
fis-4833	295	17	concrete	concrete	NOUN
fis-4833	295	18	under	under	ADP
fis-4833	295	19	compression	compression	NOUN
fis-4833	295	20	load	load	NOUN
fis-4833	295	21	.	.	PUNCT
fis-4833	296	1	the	the	DET
fis-4833	296	2	purpose	purpose	NOUN
fis-4833	296	3	of	of	ADP
fis-4833	296	4	the	the	DET
fis-4833	296	5	study	study	NOUN
fis-4833	296	6	to	to	PART
fis-4833	296	7	develop	develop	VERB
fis-4833	296	8	an	an	DET
fis-4833	296	9	analytical	analytical	ADJ
fis-4833	296	10	model	model	NOUN
fis-4833	296	11	for	for	ADP
fis-4833	296	12	the	the	DET
fis-4833	296	13	compression	compression	NOUN
fis-4833	296	14	behaviour	behaviour	NOUN
fis-4833	296	15	of	of	ADP
fis-4833	296	16	concrete	concrete	NOUN
fis-4833	296	17	with	with	ADP
fis-4833	296	18	partial	partial	ADJ
fis-4833	296	19	sswm	sswm	NOUN
fis-4833	296	20	wrapping	wrapping	NOUN
fis-4833	296	21	is	be	AUX
fis-4833	296	22	achieved	achieve	VERB
fis-4833	296	23	.	.	PUNCT
fis-4833	297	1	the	the	DET
fis-4833	297	2	outcomes	outcome	NOUN
fis-4833	297	3	of	of	ADP
fis-4833	297	4	the	the	DET
fis-4833	297	5	present	present	ADJ
fis-4833	297	6	study	study	NOUN
fis-4833	297	7	can	can	AUX
fis-4833	297	8	be	be	AUX
fis-4833	297	9	employed	employ	VERB
fis-4833	297	10	to	to	PART
fis-4833	297	11	develop	develop	VERB
fis-4833	297	12	an	an	DET
fis-4833	297	13	analytical	analytical	ADJ
fis-4833	297	14	model	model	NOUN
fis-4833	297	15	for	for	ADP
fis-4833	297	16	the	the	DET
fis-4833	297	17	torsional	torsional	ADJ
fis-4833	297	18	behaviour	behaviour	NOUN
fis-4833	297	19	of	of	ADP
fis-4833	297	20	reinforced	reinforce	VERB
fis-4833	297	21	concrete	concrete	ADJ
fis-4833	297	22	beams	beam	NOUN
fis-4833	297	23	strengthened	strengthen	VERB
fis-4833	297	24	with	with	ADP
fis-4833	297	25	different	different	ADJ
fis-4833	297	26	wrapping	wrapping	NOUN
fis-4833	297	27	configurations	configuration	NOUN
fis-4833	297	28	of	of	ADP
fis-4833	297	29	stainless	stainless	ADJ
fis-4833	297	30	steel	steel	NOUN
fis-4833	297	31	wire	wire	NOUN
fis-4833	297	32	mesh	mesh	NOUN
fis-4833	297	33	.	.	PUNCT
fis-4833	298	1	acknowledgement	acknowledgement	NOUN
fis-4833	298	2	his	his	PRON
fis-4833	298	3	study	study	NOUN
fis-4833	298	4	is	be	AUX
fis-4833	298	5	supported	support	VERB
fis-4833	298	6	by	by	ADP
fis-4833	298	7	the	the	DET
fis-4833	298	8	"	"	PUNCT
fis-4833	298	9	tare	tare	NOUN
fis-4833	298	10	scheme	scheme	NOUN
fis-4833	298	11	–	–	PUNCT
fis-4833	298	12	order	order	NOUN
fis-4833	298	13	#	#	NOUN
fis-4833	298	14	tar/2020/000238	tar/2020/000238	PRON
fis-4833	298	15	"	"	PUNCT
fis-4833	298	16	funded	fund	VERB
fis-4833	298	17	by	by	ADP
fis-4833	298	18	the	the	DET
fis-4833	298	19	science	science	NOUN
fis-4833	298	20	and	and	CCONJ
fis-4833	298	21	engineering	engineering	NOUN
fis-4833	298	22	research	research	NOUN
fis-4833	298	23	board	board	NOUN
fis-4833	298	24	(	(	PUNCT
fis-4833	298	25	serb	serb	NOUN
fis-4833	298	26	)	)	PUNCT
fis-4833	298	27	,	,	PUNCT
fis-4833	298	28	department	department	NOUN
fis-4833	298	29	of	of	ADP
fis-4833	298	30	science	science	PROPN
fis-4833	298	31	&	&	CCONJ
fis-4833	298	32	technology	technology	PROPN
fis-4833	298	33	,	,	PUNCT
fis-4833	298	34	india	india	PROPN
fis-4833	298	35	.	.	PUNCT
fis-4833	299	1	the	the	DET
fis-4833	299	2	authors	author	NOUN
fis-4833	299	3	would	would	AUX
fis-4833	299	4	like	like	VERB
fis-4833	299	5	to	to	PART
fis-4833	299	6	thank	thank	VERB
fis-4833	299	7	the	the	DET
fis-4833	299	8	funding	funding	NOUN
fis-4833	299	9	agency	agency	NOUN
fis-4833	299	10	for	for	ADP
fis-4833	299	11	their	their	PRON
fis-4833	299	12	generous	generous	ADJ
fis-4833	299	13	support	support	NOUN
fis-4833	299	14	.	.	PUNCT
fis-4833	300	1	references	reference	NOUN
fis-4833	300	2	[	[	X
fis-4833	300	3	1	1	NUM
fis-4833	300	4	]	]	X
fis-4833	300	5	jahami	jahami	NOUN
fis-4833	300	6	,	,	PUNCT
fis-4833	300	7	a.	a.	NOUN
fis-4833	300	8	,	,	PUNCT
fis-4833	300	9	temsah	temsah	NOUN
fis-4833	300	10	,	,	PUNCT
fis-4833	300	11	y.	y.	PROPN
fis-4833	300	12	,	,	PUNCT
fis-4833	300	13	khatib	khatib	PROPN
fis-4833	300	14	,	,	PUNCT
fis-4833	300	15	j.	j.	PROPN
fis-4833	300	16	(	(	PUNCT
fis-4833	300	17	2019	2019	NUM
fis-4833	300	18	)	)	PUNCT
fis-4833	300	19	.	.	PUNCT
fis-4833	301	1	the	the	DET
fis-4833	301	2	efficiency	efficiency	NOUN
fis-4833	301	3	of	of	ADP
fis-4833	301	4	using	use	VERB
fis-4833	301	5	cfrp	cfrp	NOUN
fis-4833	301	6	as	as	ADP
fis-4833	301	7	a	a	DET
fis-4833	301	8	strengthening	strengthening	NOUN
fis-4833	301	9	technique	technique	NOUN
fis-4833	301	10	for	for	ADP
fis-4833	301	11	reinforced	reinforce	VERB
fis-4833	301	12	concrete	concrete	ADJ
fis-4833	301	13	beams	beam	NOUN
fis-4833	301	14	subjected	subject	VERB
fis-4833	301	15	to	to	ADP
fis-4833	301	16	blast	blast	NOUN
fis-4833	301	17	loading	loading	NOUN
fis-4833	301	18	,	,	PUNCT
fis-4833	301	19	international	international	ADJ
fis-4833	301	20	journal	journal	NOUN
fis-4833	301	21	of	of	ADP
fis-4833	301	22	advanced	advanced	ADJ
fis-4833	301	23	structural	structural	ADJ
fis-4833	301	24	engineering	engineering	NOUN
fis-4833	301	25	,	,	PUNCT
fis-4833	301	26	11(4	11(4	NUM
fis-4833	301	27	)	)	PUNCT
fis-4833	301	28	,	,	PUNCT
fis-4833	301	29	pp	pp	PROPN
fis-4833	301	30	.	.	PUNCT
fis-4833	302	1	411	411	NUM
fis-4833	302	2	–	–	PUNCT
fis-4833	302	3	420	420	NUM
fis-4833	302	4	.	.	PUNCT
fis-4833	303	1	doi	doi	NOUN
fis-4833	303	2	:	:	PUNCT
fis-4833	303	3	10.1007	10.1007	NUM
fis-4833	303	4	/	/	SYM
fis-4833	303	5	s40091	s40091	NOUN
fis-4833	303	6	-	-	PUNCT
fis-4833	303	7	019	019	NUM
fis-4833	303	8	-	-	PUNCT
fis-4833	303	9	00242	00242	NUM
fis-4833	303	10	-	-	PUNCT
fis-4833	303	11	w.	w.	NOUN
fis-4833	304	1	[	[	X
fis-4833	304	2	2	2	NUM
fis-4833	304	3	]	]	X
fis-4833	304	4	jahami	jahami	NOUN
fis-4833	304	5	,	,	PUNCT
fis-4833	304	6	a.	a.	NOUN
fis-4833	304	7	,	,	PUNCT
fis-4833	304	8	temsah	temsah	NOUN
fis-4833	304	9	,	,	PUNCT
fis-4833	304	10	y.	y.	PROPN
fis-4833	304	11	,	,	PUNCT
fis-4833	304	12	khatib	khatib	PROPN
fis-4833	304	13	,	,	PUNCT
fis-4833	304	14	j.	j.	PROPN
fis-4833	304	15	,	,	PUNCT
fis-4833	304	16	baalbaki	baalbaki	NOUN
fis-4833	304	17	,	,	PUNCT
fis-4833	304	18	o.	o.	PROPN
fis-4833	304	19	,	,	PUNCT
fis-4833	304	20	kenai	kenai	PROPN
fis-4833	304	21	,	,	PUNCT
fis-4833	304	22	s.	s.	PROPN
fis-4833	304	23	(	(	PUNCT
fis-4833	304	24	2021	2021	NUM
fis-4833	304	25	)	)	PUNCT
fis-4833	304	26	.	.	PUNCT
fis-4833	305	1	the	the	DET
fis-4833	305	2	behavior	behavior	NOUN
fis-4833	305	3	of	of	ADP
fis-4833	305	4	cfrp	cfrp	PROPN
fis-4833	305	5	strengthened	strengthen	VERB
fis-4833	305	6	rc	rc	PROPN
fis-4833	305	7	beams	beam	NOUN
fis-4833	305	8	subjected	subject	VERB
fis-4833	305	9	to	to	ADP
fis-4833	305	10	blast	blast	NOUN
fis-4833	305	11	loading	loading	NOUN
fis-4833	305	12	,	,	PUNCT
fis-4833	305	13	magazine	magazine	NOUN
fis-4833	305	14	of	of	ADP
fis-4833	305	15	civil	civil	ADJ
fis-4833	305	16	engineering	engineering	NOUN
fis-4833	305	17	,	,	PUNCT
fis-4833	305	18	103(3	103(3	NUM
fis-4833	305	19	)	)	PUNCT
fis-4833	305	20	.	.	PUNCT
fis-4833	306	1	doi	doi	NOUN
fis-4833	306	2	:	:	PUNCT
fis-4833	306	3	10.34910	10.34910	NUM
fis-4833	306	4	/	/	SYM
fis-4833	306	5	mce.103.9	mce.103.9	NOUN
fis-4833	306	6	.	.	PUNCT
fis-4833	307	1	[	[	X
fis-4833	307	2	3	3	X
fis-4833	307	3	]	]	X
fis-4833	307	4	campione	campione	X
fis-4833	307	5	,	,	PUNCT
fis-4833	307	6	g.	g.	PROPN
fis-4833	307	7	,	,	PUNCT
fis-4833	307	8	miraglia	miraglia	PROPN
fis-4833	307	9	,	,	PUNCT
fis-4833	307	10	n.	n.	NOUN
fis-4833	307	11	(	(	PUNCT
fis-4833	307	12	2003	2003	NUM
fis-4833	307	13	)	)	PUNCT
fis-4833	307	14	.	.	PUNCT
fis-4833	308	1	strength	strength	NOUN
fis-4833	308	2	and	and	CCONJ
fis-4833	308	3	strain	strain	NOUN
fis-4833	308	4	capacities	capacity	NOUN
fis-4833	308	5	of	of	ADP
fis-4833	308	6	concrete	concrete	ADJ
fis-4833	308	7	compression	compression	NOUN
fis-4833	308	8	members	member	NOUN
fis-4833	308	9	reinforced	reinforce	VERB
fis-4833	308	10	with	with	ADP
fis-4833	308	11	frp	frp	PROPN
fis-4833	308	12	,	,	PUNCT
fis-4833	308	13	cem	cem	NOUN
fis-4833	308	14	concr	concr	PROPN
fis-4833	308	15	compos	compos	PROPN
fis-4833	308	16	,	,	PUNCT
fis-4833	308	17	25(1	25(1	NUM
fis-4833	308	18	)	)	PUNCT
fis-4833	308	19	,	,	PUNCT
fis-4833	308	20	pp	pp	ADJ
fis-4833	308	21	.	.	PUNCT
fis-4833	309	1	31–41	31–41	NUM
fis-4833	309	2	.	.	PUNCT
fis-4833	310	1	doi	doi	NOUN
fis-4833	310	2	:	:	PUNCT
fis-4833	310	3	10.1016	10.1016	NUM
fis-4833	310	4	/	/	SYM
fis-4833	310	5	s0958	s0958	PROPN
fis-4833	310	6	-	-	PUNCT
fis-4833	310	7	9465(01)00048	9465(01)00048	NUM
fis-4833	310	8	-	-	PUNCT
fis-4833	310	9	8	8	NUM
fis-4833	310	10	.	.	PUNCT
fis-4833	311	1	[	[	X
fis-4833	311	2	4	4	NUM
fis-4833	311	3	]	]	X
fis-4833	311	4	silva	silva	NOUN
fis-4833	311	5	,	,	PUNCT
fis-4833	311	6	m.a.g	m.a.g	NOUN
fis-4833	311	7	.	.	PUNCT
fis-4833	311	8	(	(	PUNCT
fis-4833	311	9	2011	2011	NUM
fis-4833	311	10	)	)	PUNCT
fis-4833	311	11	.	.	PUNCT
fis-4833	312	1	behavior	behavior	NOUN
fis-4833	312	2	of	of	ADP
fis-4833	312	3	square	square	ADJ
fis-4833	312	4	and	and	CCONJ
fis-4833	312	5	circular	circular	ADJ
fis-4833	312	6	columns	column	NOUN
fis-4833	312	7	strengthened	strengthen	VERB
fis-4833	312	8	with	with	ADP
fis-4833	312	9	aramidic	aramidic	ADJ
fis-4833	312	10	or	or	CCONJ
fis-4833	312	11	carbon	carbon	NOUN
fis-4833	312	12	fibers	fiber	NOUN
fis-4833	312	13	,	,	PUNCT
fis-4833	312	14	constr	constr	NOUN
fis-4833	312	15	build	build	NOUN
fis-4833	312	16	mater	mater	NOUN
fis-4833	312	17	,	,	PUNCT
fis-4833	312	18	25(8	25(8	NUM
fis-4833	312	19	)	)	PUNCT
fis-4833	312	20	,	,	PUNCT
fis-4833	312	21	pp	pp	ADJ
fis-4833	312	22	.	.	PUNCT
fis-4833	313	1	3222–3228	3222–3228	NUM
fis-4833	313	2	.	.	PUNCT
fis-4833	314	1	doi	doi	NOUN
fis-4833	314	2	:	:	PUNCT
fis-4833	314	3	10.1016	10.1016	NUM
fis-4833	314	4	/	/	SYM
fis-4833	314	5	j.conbuildmat.2011.03.007	j.conbuildmat.2011.03.007	ADJ
fis-4833	314	6	.	.	PUNCT
fis-4833	315	1	[	[	X
fis-4833	315	2	5	5	NUM
fis-4833	315	3	]	]	X
fis-4833	315	4	wang	wang	PROPN
fis-4833	315	5	,	,	PUNCT
fis-4833	315	6	w.	w.	PROPN
fis-4833	315	7	,	,	PUNCT
fis-4833	315	8	sheikh	sheikh	PROPN
fis-4833	315	9	,	,	PUNCT
fis-4833	315	10	m.n	m.n	PROPN
fis-4833	315	11	.	.	PROPN
fis-4833	315	12	,	,	PUNCT
fis-4833	315	13	al	al	PROPN
fis-4833	315	14	-	-	PUNCT
fis-4833	315	15	baali	baali	PROPN
fis-4833	315	16	,	,	PUNCT
fis-4833	315	17	a.q	a.q	PROPN
fis-4833	315	18	.	.	PROPN
fis-4833	315	19	,	,	PUNCT
fis-4833	315	20	hadi	hadi	PROPN
fis-4833	315	21	,	,	PUNCT
fis-4833	315	22	m.n.s	m.n.s	PROPN
fis-4833	315	23	.	.	PUNCT
fis-4833	315	24	(	(	PUNCT
fis-4833	315	25	2018	2018	NUM
fis-4833	315	26	)	)	PUNCT
fis-4833	315	27	.	.	PUNCT
fis-4833	316	1	compressive	compressive	ADJ
fis-4833	316	2	behaviour	behaviour	NOUN
fis-4833	316	3	of	of	ADP
fis-4833	316	4	partially	partially	ADV
fis-4833	316	5	frp	frp	PROPN
fis-4833	316	6	confined	confine	VERB
fis-4833	316	7	concrete	concrete	NOUN
fis-4833	316	8	:	:	PUNCT
fis-4833	316	9	experimental	experimental	ADJ
fis-4833	316	10	observations	observation	NOUN
fis-4833	316	11	and	and	CCONJ
fis-4833	316	12	assessment	assessment	NOUN
fis-4833	316	13	of	of	ADP
fis-4833	316	14	the	the	DET
fis-4833	316	15	stress	stress	NOUN
fis-4833	316	16	-	-	PUNCT
fis-4833	316	17	strain	strain	NOUN
fis-4833	316	18	models	model	NOUN
fis-4833	316	19	,	,	PUNCT
fis-4833	316	20	constr	constr	NOUN
fis-4833	316	21	build	build	NOUN
fis-4833	316	22	mater	mater	NOUN
fis-4833	316	23	,	,	PUNCT
fis-4833	316	24	192	192	NUM
fis-4833	316	25	,	,	PUNCT
fis-4833	316	26	pp	pp	ADJ
fis-4833	316	27	.	.	PUNCT
fis-4833	317	1	785–797	785–797	NUM
fis-4833	317	2	.	.	PUNCT
fis-4833	318	1	doi	doi	NOUN
fis-4833	318	2	:	:	PUNCT
fis-4833	318	3	10.1016	10.1016	NUM
fis-4833	318	4	/	/	SYM
fis-4833	318	5	j.conbuildmat.2018.10.105	j.conbuildmat.2018.10.105	PROPN
fis-4833	318	6	.	.	PUNCT
fis-4833	319	1	[	[	X
fis-4833	319	2	6	6	NUM
fis-4833	319	3	]	]	X
fis-4833	319	4	xiao	xiao	PROPN
fis-4833	319	5	,	,	PUNCT
fis-4833	319	6	y.	y.	PROPN
fis-4833	319	7	,	,	PUNCT
fis-4833	319	8	wu	wu	PROPN
fis-4833	319	9	,	,	PUNCT
fis-4833	319	10	h.	h.	PROPN
fis-4833	319	11	(	(	PUNCT
fis-4833	319	12	2000	2000	NUM
fis-4833	319	13	)	)	PUNCT
fis-4833	319	14	.	.	PUNCT
fis-4833	320	1	compressive	compressive	ADJ
fis-4833	320	2	behavior	behavior	NOUN
fis-4833	320	3	of	of	ADP
fis-4833	320	4	concrete	concrete	NOUN
fis-4833	320	5	confined	confine	VERB
fis-4833	320	6	by	by	ADP
fis-4833	320	7	carbon	carbon	NOUN
fis-4833	320	8	fiber	fiber	NOUN
fis-4833	320	9	composite	composite	ADJ
fis-4833	320	10	jackets	jacket	NOUN
fis-4833	320	11	,	,	PUNCT
fis-4833	320	12	journal	journal	NOUN
fis-4833	320	13	of	of	ADP
fis-4833	320	14	materials	material	NOUN
fis-4833	320	15	in	in	ADP
fis-4833	320	16	civil	civil	ADJ
fis-4833	320	17	engineering	engineering	NOUN
fis-4833	320	18	,	,	PUNCT
fis-4833	320	19	12(2	12(2	NUM
fis-4833	320	20	)	)	PUNCT
fis-4833	320	21	,	,	PUNCT
fis-4833	320	22	pp	pp	ADP
fis-4833	320	23	.	.	PUNCT
fis-4833	321	1	139–146	139–146	NUM
fis-4833	321	2	.	.	PUNCT
fis-4833	322	1	doi	doi	NOUN
fis-4833	322	2	:	:	PUNCT
fis-4833	322	3	10.1061/(asce)0899	10.1061/(asce)0899	NUM
fis-4833	322	4	-	-	SYM
fis-4833	322	5	1561(2000)12:2(139	1561(2000)12:2(139	NUM
fis-4833	322	6	)	)	PUNCT
fis-4833	322	7	.	.	PUNCT
fis-4833	323	1	[	[	X
fis-4833	323	2	7	7	NUM
fis-4833	323	3	]	]	X
fis-4833	323	4	ahmad	ahmad	PROPN
fis-4833	323	5	,	,	PUNCT
fis-4833	323	6	s.h	s.h	PROPN
fis-4833	323	7	.	.	PROPN
fis-4833	323	8	,	,	PUNCT
fis-4833	323	9	shah	shah	PROPN
fis-4833	323	10	,	,	PUNCT
fis-4833	323	11	s.p	s.p	PROPN
fis-4833	323	12	.	.	PROPN
fis-4833	323	13	(	(	PUNCT
fis-4833	323	14	1982	1982	NUM
fis-4833	323	15	)	)	PUNCT
fis-4833	323	16	.	.	PUNCT
fis-4833	324	1	stress	stress	NOUN
fis-4833	324	2	-	-	PUNCT
fis-4833	324	3	strain	strain	NOUN
fis-4833	324	4	curves	curve	NOUN
fis-4833	324	5	of	of	ADP
fis-4833	324	6	concrete	concrete	NOUN
fis-4833	324	7	confined	confine	VERB
fis-4833	324	8	by	by	ADP
fis-4833	324	9	spiral	spiral	ADJ
fis-4833	324	10	reinforcement	reinforcement	NOUN
fis-4833	324	11	,	,	PUNCT
fis-4833	324	12	journal	journal	NOUN
fis-4833	324	13	proceedings	proceeding	NOUN
fis-4833	324	14	,	,	PUNCT
fis-4833	324	15	79(6	79(6	NOUN
fis-4833	324	16	)	)	PUNCT
fis-4833	324	17	,	,	PUNCT
fis-4833	324	18	pp	pp	ADJ
fis-4833	324	19	.	.	PUNCT
fis-4833	325	1	484–490	484–490	NUM
fis-4833	325	2	.	.	PUNCT
fis-4833	325	3	doi	doi	NOUN
fis-4833	325	4	:	:	PUNCT
fis-4833	325	5	10.14359/10922	10.14359/10922	NUM
fis-4833	325	6	.	.	NOUN
fis-4833	325	7	t	t	PROPN
fis-4833	325	8	t	t	PROPN
fis-4833	325	9	s.	s.	PROPN
fis-4833	325	10	d.	d.	PROPN
fis-4833	325	11	raiyani	raiyani	PROPN
fis-4833	325	12	et	et	PROPN
fis-4833	325	13	alii	alii	PROPN
fis-4833	325	14	,	,	PUNCT
fis-4833	325	15	frattura	frattura	PROPN
fis-4833	325	16	ed	ed	PROPN
fis-4833	325	17	integrità	integrità	PROPN
fis-4833	325	18	strutturale	strutturale	PROPN
fis-4833	325	19	,	,	PUNCT
fis-4833	325	20	69	69	NUM
fis-4833	325	21	(	(	PUNCT
fis-4833	325	22	2024	2024	NUM
fis-4833	325	23	)	)	PUNCT
fis-4833	325	24	71	71	NUM
fis-4833	325	25	-	-	SYM
fis-4833	325	26	88	88	NUM
fis-4833	325	27	;	;	PUNCT
fis-4833	325	28	doi	doi	NOUN
fis-4833	325	29	:	:	PUNCT
fis-4833	325	30	10.3221	10.3221	NUM
fis-4833	325	31	/	/	SYM
fis-4833	325	32	igf	igf	PROPN
fis-4833	325	33	-	-	PROPN
fis-4833	325	34	esis.69.06	esis.69.06	NOUN
fis-4833	325	35	86	86	NUM
fis-4833	325	36	[	[	SYM
fis-4833	325	37	8	8	NUM
fis-4833	325	38	]	]	X
fis-4833	325	39	eid	eid	PROPN
fis-4833	325	40	,	,	PUNCT
fis-4833	325	41	r.	r.	PROPN
fis-4833	325	42	,	,	PUNCT
fis-4833	325	43	dancygier	dancygier	PROPN
fis-4833	325	44	,	,	PUNCT
fis-4833	325	45	a.n	a.n	PROPN
fis-4833	325	46	.	.	PROPN
fis-4833	325	47	(	(	PUNCT
fis-4833	325	48	2006	2006	NUM
fis-4833	325	49	)	)	PUNCT
fis-4833	325	50	.	.	PUNCT
fis-4833	326	1	confinement	confinement	ADJ
fis-4833	326	2	effectiveness	effectiveness	NOUN
fis-4833	326	3	in	in	ADP
fis-4833	326	4	circular	circular	ADJ
fis-4833	326	5	concrete	concrete	ADJ
fis-4833	326	6	columns	column	NOUN
fis-4833	326	7	,	,	PUNCT
fis-4833	326	8	eng	eng	PROPN
fis-4833	326	9	struct	struct	NOUN
fis-4833	326	10	,	,	PUNCT
fis-4833	326	11	28(13	28(13	NUM
fis-4833	326	12	)	)	PUNCT
fis-4833	326	13	,	,	PUNCT
fis-4833	326	14	pp	pp	PROPN
fis-4833	326	15	.	.	PUNCT
fis-4833	326	16	1885	1885	NUM
fis-4833	326	17	–	–	PUNCT
fis-4833	326	18	1896	1896	NUM
fis-4833	326	19	.	.	PUNCT
fis-4833	327	1	doi	doi	NOUN
fis-4833	327	2	:	:	PUNCT
fis-4833	327	3	10.1016	10.1016	NUM
fis-4833	327	4	/	/	SYM
fis-4833	327	5	j.engstruct.2006.03.015	j.engstruct.2006.03.015	PROPN
fis-4833	327	6	.	.	PUNCT
fis-4833	328	1	[	[	X
fis-4833	328	2	9	9	NUM
fis-4833	328	3	]	]	SYM
fis-4833	328	4	eid	eid	PROPN
fis-4833	328	5	,	,	PUNCT
fis-4833	328	6	r.	r.	PROPN
fis-4833	328	7	,	,	PUNCT
fis-4833	328	8	dancygier	dancygier	PROPN
fis-4833	328	9	,	,	PUNCT
fis-4833	328	10	a.n	a.n	PROPN
fis-4833	328	11	.	.	PROPN
fis-4833	328	12	,	,	PUNCT
fis-4833	328	13	paultre	paultre	NOUN
fis-4833	328	14	,	,	PUNCT
fis-4833	328	15	p.	p.	NOUN
fis-4833	328	16	(	(	PUNCT
fis-4833	328	17	2007	2007	NUM
fis-4833	328	18	)	)	PUNCT
fis-4833	328	19	.	.	PUNCT
fis-4833	329	1	elastoplastic	elastoplastic	ADJ
fis-4833	329	2	confinement	confinement	PROPN
fis-4833	329	3	model	model	NOUN
fis-4833	329	4	for	for	ADP
fis-4833	329	5	circular	circular	ADJ
fis-4833	329	6	concrete	concrete	ADJ
fis-4833	329	7	columns	column	NOUN
fis-4833	329	8	,	,	PUNCT
fis-4833	329	9	journal	journal	NOUN
fis-4833	329	10	of	of	ADP
fis-4833	329	11	structural	structural	ADJ
fis-4833	329	12	engineering	engineering	NOUN
fis-4833	329	13	,	,	PUNCT
fis-4833	329	14	133(12	133(12	NUM
fis-4833	329	15	)	)	PUNCT
fis-4833	329	16	,	,	PUNCT
fis-4833	329	17	pp	pp	ADP
fis-4833	329	18	.	.	PUNCT
fis-4833	330	1	1821–1831	1821–1831	NUM
fis-4833	330	2	.	.	PUNCT
fis-4833	331	1	doi	doi	NOUN
fis-4833	331	2	:	:	PUNCT
fis-4833	331	3	10.1061/(asce)0733	10.1061/(asce)0733	NUM
fis-4833	331	4	-	-	PUNCT
fis-4833	331	5	9445(2007)133:12(1821	9445(2007)133:12(1821	NUM
fis-4833	331	6	)	)	PUNCT
fis-4833	331	7	.	.	PUNCT
fis-4833	332	1	[	[	X
fis-4833	332	2	10	10	NUM
fis-4833	332	3	]	]	PUNCT
fis-4833	332	4	sundara	sundara	PROPN
fis-4833	332	5	raja	raja	PROPN
fis-4833	332	6	iyengar	iyengar	PROPN
fis-4833	332	7	,	,	PUNCT
fis-4833	332	8	k.t	k.t	PROPN
fis-4833	332	9	.	.	PROPN
fis-4833	332	10	,	,	PUNCT
fis-4833	332	11	desayi	desayi	ADV
fis-4833	332	12	,	,	PUNCT
fis-4833	332	13	p.	p.	NOUN
fis-4833	332	14	,	,	PUNCT
fis-4833	332	15	nagi	nagi	PROPN
fis-4833	332	16	reddy	reddy	PROPN
fis-4833	332	17	,	,	PUNCT
fis-4833	332	18	k.	k.	PROPN
fis-4833	332	19	(	(	PUNCT
fis-4833	332	20	2015	2015	NUM
fis-4833	332	21	)	)	PUNCT
fis-4833	332	22	.	.	PUNCT
fis-4833	333	1	stress	stress	NOUN
fis-4833	333	2	-	-	PUNCT
fis-4833	333	3	strain	strain	NOUN
fis-4833	333	4	characteristics	characteristic	NOUN
fis-4833	333	5	of	of	ADP
fis-4833	333	6	concrete	concrete	NOUN
fis-4833	333	7	confined	confine	VERB
fis-4833	333	8	in	in	ADP
fis-4833	333	9	steel	steel	NOUN
fis-4833	333	10	binders	binder	NOUN
fis-4833	333	11	,	,	PUNCT
fis-4833	333	12	magazine	magazine	NOUN
fis-4833	333	13	of	of	ADP
fis-4833	333	14	concrete	concrete	ADJ
fis-4833	333	15	research	research	NOUN
fis-4833	333	16	,	,	PUNCT
fis-4833	333	17	22(72	22(72	NUM
fis-4833	333	18	)	)	PUNCT
fis-4833	333	19	,	,	PUNCT
fis-4833	333	20	pp	pp	ADP
fis-4833	333	21	.	.	PUNCT
fis-4833	334	1	173–184	173–184	NUM
fis-4833	334	2	.	.	PUNCT
fis-4833	335	1	doi	doi	NOUN
fis-4833	335	2	:	:	PUNCT
fis-4833	335	3	10.1680	10.1680	NUM
fis-4833	335	4	/	/	SYM
fis-4833	335	5	macr.1970.22.72.173	macr.1970.22.72.173	NOUN
fis-4833	335	6	.	.	PUNCT
fis-4833	336	1	[	[	X
fis-4833	336	2	11	11	NUM
fis-4833	336	3	]	]	X
fis-4833	336	4	martinez	martinez	PROPN
fis-4833	336	5	,	,	PUNCT
fis-4833	336	6	s.	s.	PROPN
fis-4833	336	7	,	,	PUNCT
fis-4833	336	8	nilson	nilson	PROPN
fis-4833	336	9	,	,	PUNCT
fis-4833	336	10	a.h	a.h	PROPN
fis-4833	336	11	.	.	PROPN
fis-4833	336	12	,	,	PUNCT
fis-4833	336	13	slate	slate	NOUN
fis-4833	336	14	,	,	PUNCT
fis-4833	336	15	f.o	f.o	PROPN
fis-4833	336	16	.	.	PROPN
fis-4833	336	17	(	(	PUNCT
fis-4833	336	18	1984	1984	NUM
fis-4833	336	19	)	)	PUNCT
fis-4833	336	20	.	.	PUNCT
fis-4833	337	1	spirally	spirally	ADV
fis-4833	337	2	reinforced	reinforce	VERB
fis-4833	337	3	high	high	ADJ
fis-4833	337	4	-	-	PUNCT
fis-4833	337	5	strength	strength	NOUN
fis-4833	337	6	concrete	concrete	ADJ
fis-4833	337	7	columns	column	NOUN
fis-4833	337	8	,	,	PUNCT
fis-4833	337	9	journal	journal	NOUN
fis-4833	337	10	proceedings	proceeding	NOUN
fis-4833	337	11	,	,	PUNCT
fis-4833	337	12	81(5	81(5	NOUN
fis-4833	337	13	)	)	PUNCT
fis-4833	337	14	,	,	PUNCT
fis-4833	337	15	pp	pp	ADP
fis-4833	337	16	.	.	PUNCT
fis-4833	338	1	431–442	431–442	NUM
fis-4833	338	2	.	.	PUNCT
fis-4833	338	3	doi	doi	NOUN
fis-4833	338	4	:	:	PUNCT
fis-4833	338	5	10.14359/10693	10.14359/10693	NUM
fis-4833	338	6	.	.	PUNCT
fis-4833	339	1	[	[	X
fis-4833	339	2	12	12	NUM
fis-4833	339	3	]	]	X
fis-4833	339	4	sheikh	sheikh	NOUN
fis-4833	339	5	,	,	PUNCT
fis-4833	339	6	s.	s.	PROPN
fis-4833	339	7	,	,	PUNCT
fis-4833	339	8	uzumeri	uzumeri	PROPN
fis-4833	339	9	,	,	PUNCT
fis-4833	339	10	s.m	s.m	PROPN
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fis-4833	339	13	1982	1982	NUM
fis-4833	339	14	)	)	PUNCT
fis-4833	339	15	.	.	PUNCT
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fis-4833	340	2	model	model	NOUN
fis-4833	340	3	for	for	ADP
fis-4833	340	4	concrete	concrete	ADJ
fis-4833	340	5	confinement	confinement	NOUN
fis-4833	340	6	in	in	ADP
fis-4833	340	7	tied	tie	VERB
fis-4833	340	8	columns	column	NOUN
fis-4833	340	9	,	,	PUNCT
fis-4833	340	10	journal	journal	NOUN
fis-4833	340	11	of	of	ADP
fis-4833	340	12	the	the	DET
fis-4833	340	13	structural	structural	ADJ
fis-4833	340	14	division	division	NOUN
fis-4833	340	15	,	,	PUNCT
fis-4833	340	16	108(12	108(12	NUM
fis-4833	340	17	)	)	PUNCT
fis-4833	340	18	,	,	PUNCT
fis-4833	340	19	pp	pp	ADJ
fis-4833	340	20	.	.	PUNCT
fis-4833	341	1	2703–2722	2703–2722	NUM
fis-4833	341	2	.	.	PUNCT
fis-4833	342	1	doi	doi	NOUN
fis-4833	342	2	:	:	PUNCT
fis-4833	342	3	10.1061	10.1061	NUM
fis-4833	342	4	/	/	SYM
fis-4833	342	5	jsdeag.0006100	jsdeag.0006100	PROPN
fis-4833	342	6	.	.	PUNCT
fis-4833	343	1	[	[	X
fis-4833	343	2	13	13	NUM
fis-4833	343	3	]	]	X
fis-4833	343	4	cnr	cnr	PROPN
fis-4833	343	5	-	-	PUNCT
fis-4833	343	6	dt	dt	PROPN
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fis-4833	343	8	r1	r1	NOUN
fis-4833	343	9	.	.	PUNCT
fis-4833	344	1	(	(	PUNCT
fis-4833	344	2	2013	2013	NUM
fis-4833	344	3	)	)	PUNCT
fis-4833	344	4	.	.	PUNCT
fis-4833	345	1	guide	guide	VERB
fis-4833	345	2	for	for	ADP
fis-4833	345	3	the	the	DET
fis-4833	345	4	design	design	NOUN
fis-4833	345	5	and	and	CCONJ
fis-4833	345	6	construction	construction	NOUN
fis-4833	345	7	of	of	ADP
fis-4833	345	8	externally	externally	ADV
fis-4833	345	9	bonded	bond	VERB
fis-4833	345	10	frp	frp	PROPN
fis-4833	345	11	systems	system	NOUN
fis-4833	345	12	for	for	ADP
fis-4833	345	13	strengthening	strengthen	VERB
fis-4833	345	14	existing	exist	VERB
fis-4833	345	15	structures	structure	NOUN
fis-4833	345	16	reliability	reliability	NOUN
fis-4833	345	17	of	of	ADP
fis-4833	345	18	masonry	masonry	NOUN
fis-4833	345	19	building	building	NOUN
fis-4833	345	20	clusters	cluster	NOUN
fis-4833	345	21	.	.	PUNCT
fis-4833	346	1	[	[	X
fis-4833	346	2	14	14	NUM
fis-4833	346	3	]	]	X
fis-4833	346	4	lam	lam	PROPN
fis-4833	346	5	,	,	PUNCT
fis-4833	346	6	l.	l.	PROPN
fis-4833	346	7	,	,	PUNCT
fis-4833	346	8	teng	teng	PROPN
fis-4833	346	9	,	,	PUNCT
fis-4833	346	10	j.g	j.g	PROPN
fis-4833	346	11	.	.	PROPN
fis-4833	346	12	(	(	PUNCT
fis-4833	346	13	2002	2002	NUM
fis-4833	346	14	)	)	PUNCT
fis-4833	346	15	.	.	PUNCT
fis-4833	347	1	strength	strength	NOUN
fis-4833	347	2	models	model	NOUN
fis-4833	347	3	for	for	ADP
fis-4833	347	4	fiber	fiber	NOUN
fis-4833	347	5	-	-	PUNCT
fis-4833	347	6	reinforced	reinforce	VERB
fis-4833	347	7	plastic	plastic	NOUN
fis-4833	347	8	-	-	PUNCT
fis-4833	347	9	confined	confine	VERB
fis-4833	347	10	concrete	concrete	ADJ
fis-4833	347	11	,	,	PUNCT
fis-4833	347	12	journal	journal	NOUN
fis-4833	347	13	of	of	ADP
fis-4833	347	14	structural	structural	ADJ
fis-4833	347	15	engineering	engineering	NOUN
fis-4833	347	16	,	,	PUNCT
fis-4833	347	17	128(5	128(5	NUM
fis-4833	347	18	)	)	PUNCT
fis-4833	347	19	,	,	PUNCT
fis-4833	347	20	pp	pp	ADP
fis-4833	347	21	.	.	PUNCT
fis-4833	348	1	612–623	612–623	NUM
fis-4833	348	2	.	.	PUNCT
fis-4833	349	1	doi	doi	NOUN
fis-4833	349	2	:	:	PUNCT
fis-4833	349	3	10.1061/(asce)0733	10.1061/(asce)0733	NUM
fis-4833	349	4	-	-	PUNCT
fis-4833	349	5	9445(2002)128:5(612	9445(2002)128:5(612	NUM
fis-4833	349	6	)	)	PUNCT
fis-4833	349	7	.	.	PUNCT
fis-4833	350	1	[	[	X
fis-4833	350	2	15	15	NUM
fis-4833	350	3	]	]	X
fis-4833	350	4	de	de	X
fis-4833	350	5	lorenzis	lorenzis	PROPN
fis-4833	350	6	,	,	PUNCT
fis-4833	350	7	l.	l.	PROPN
fis-4833	350	8	,	,	PUNCT
fis-4833	350	9	tepfers	tepfers	PROPN
fis-4833	350	10	,	,	PUNCT
fis-4833	350	11	r.	r.	PROPN
fis-4833	350	12	(	(	PUNCT
fis-4833	350	13	2003	2003	NUM
fis-4833	350	14	)	)	PUNCT
fis-4833	350	15	.	.	PUNCT
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fis-4833	351	2	study	study	NOUN
fis-4833	351	3	of	of	ADP
fis-4833	351	4	models	model	NOUN
fis-4833	351	5	on	on	ADP
fis-4833	351	6	confinement	confinement	NOUN
fis-4833	351	7	of	of	ADP
fis-4833	351	8	concrete	concrete	ADJ
fis-4833	351	9	cylinders	cylinder	NOUN
fis-4833	351	10	with	with	ADP
fis-4833	351	11	fiberreinforced	fiberreinforce	VERB
fis-4833	351	12	polymer	polymer	NOUN
fis-4833	351	13	composites	composite	NOUN
fis-4833	351	14	,	,	PUNCT
fis-4833	351	15	journal	journal	NOUN
fis-4833	351	16	of	of	ADP
fis-4833	351	17	composites	composite	NOUN
fis-4833	351	18	for	for	ADP
fis-4833	351	19	construction	construction	NOUN
fis-4833	351	20	,	,	PUNCT
fis-4833	351	21	7(3	7(3	NUM
fis-4833	351	22	)	)	PUNCT
fis-4833	351	23	,	,	PUNCT
fis-4833	351	24	pp	pp	ADJ
fis-4833	351	25	.	.	PUNCT
fis-4833	352	1	219–237	219–237	NUM
fis-4833	352	2	.	.	PUNCT
fis-4833	353	1	doi	doi	NOUN
fis-4833	353	2	:	:	PUNCT
fis-4833	353	3	10.1061/(asce)1090	10.1061/(asce)1090	NUM
fis-4833	353	4	-	-	PUNCT
fis-4833	353	5	0268(2003)7:3(219	0268(2003)7:3(219	NOUN
fis-4833	353	6	)	)	PUNCT
fis-4833	353	7	.	.	PUNCT
fis-4833	354	1	[	[	X
fis-4833	354	2	16	16	NUM
fis-4833	354	3	]	]	X
fis-4833	354	4	micelli	micelli	PROPN
fis-4833	354	5	,	,	PUNCT
fis-4833	354	6	f.	f.	PROPN
fis-4833	354	7	,	,	PUNCT
fis-4833	354	8	modarelli	modarelli	PROPN
fis-4833	354	9	,	,	PUNCT
fis-4833	354	10	r.	r.	PROPN
fis-4833	354	11	(	(	PUNCT
fis-4833	354	12	2013	2013	NUM
fis-4833	354	13	)	)	PUNCT
fis-4833	354	14	.	.	PUNCT
fis-4833	355	1	experimental	experimental	ADJ
fis-4833	355	2	and	and	CCONJ
fis-4833	355	3	analytical	analytical	ADJ
fis-4833	355	4	study	study	NOUN
fis-4833	355	5	on	on	ADP
fis-4833	355	6	properties	property	NOUN
fis-4833	355	7	affecting	affect	VERB
fis-4833	355	8	the	the	DET
fis-4833	355	9	behaviour	behaviour	NOUN
fis-4833	355	10	of	of	ADP
fis-4833	355	11	frpconfined	frpconfined	ADJ
fis-4833	355	12	concrete	concrete	NOUN
fis-4833	355	13	,	,	PUNCT
fis-4833	355	14	compos	compos	PROPN
fis-4833	355	15	b	b	PROPN
fis-4833	355	16	eng	eng	PROPN
fis-4833	355	17	,	,	PUNCT
fis-4833	355	18	45(1	45(1	NOUN
fis-4833	355	19	)	)	PUNCT
fis-4833	355	20	,	,	PUNCT
fis-4833	355	21	pp	pp	ADP
fis-4833	355	22	.	.	PUNCT
fis-4833	355	23	1420–1431	1420–1431	NUM
fis-4833	355	24	.	.	PUNCT
fis-4833	356	1	doi	doi	NOUN
fis-4833	356	2	:	:	PUNCT
fis-4833	356	3	10.1016	10.1016	NUM
fis-4833	356	4	/	/	SYM
fis-4833	356	5	j.compositesb.2012.09.055	j.compositesb.2012.09.055	NOUN
fis-4833	356	6	.	.	PUNCT
fis-4833	357	1	[	[	X
fis-4833	357	2	17	17	NUM
fis-4833	357	3	]	]	X
fis-4833	357	4	spoelstra	spoelstra	PROPN
fis-4833	357	5	,	,	PUNCT
fis-4833	357	6	m.r	m.r	PROPN
fis-4833	357	7	.	.	PROPN
fis-4833	357	8	,	,	PUNCT
fis-4833	357	9	monti	monti	PROPN
fis-4833	357	10	,	,	PUNCT
fis-4833	357	11	g.	g.	PROPN
fis-4833	357	12	(	(	PUNCT
fis-4833	357	13	1999	1999	NUM
fis-4833	357	14	)	)	PUNCT
fis-4833	357	15	.	.	PUNCT
fis-4833	358	1	frp	frp	PROPN
fis-4833	358	2	-	-	PUNCT
fis-4833	358	3	confined	confine	VERB
fis-4833	358	4	concrete	concrete	ADJ
fis-4833	358	5	model	model	NOUN
fis-4833	358	6	,	,	PUNCT
fis-4833	358	7	journal	journal	NOUN
fis-4833	358	8	of	of	ADP
fis-4833	358	9	composites	composite	NOUN
fis-4833	358	10	for	for	ADP
fis-4833	358	11	construction	construction	NOUN
fis-4833	358	12	,	,	PUNCT
fis-4833	358	13	3(3	3(3	NUM
fis-4833	358	14	)	)	PUNCT
fis-4833	358	15	,	,	PUNCT
fis-4833	358	16	pp	pp	ADJ
fis-4833	358	17	.	.	PUNCT
fis-4833	359	1	143–150	143–150	NUM
fis-4833	359	2	.	.	PUNCT
fis-4833	359	3	doi	doi	NOUN
fis-4833	359	4	:	:	PUNCT
fis-4833	359	5	10.1061/(asce)1090	10.1061/(asce)1090	NUM
fis-4833	359	6	-	-	PUNCT
fis-4833	359	7	0268(1999)3:3(143	0268(1999)3:3(143	NOUN
fis-4833	359	8	)	)	PUNCT
fis-4833	359	9	.	.	PUNCT
fis-4833	360	1	[	[	X
fis-4833	360	2	18	18	NUM
fis-4833	360	3	]	]	SYM
fis-4833	360	4	vintzileou	vintzileou	PROPN
fis-4833	360	5	,	,	PUNCT
fis-4833	360	6	e.	e.	PROPN
fis-4833	360	7	,	,	PUNCT
fis-4833	360	8	panagiotidou	panagiotidou	PROPN
fis-4833	360	9	,	,	PUNCT
fis-4833	360	10	e.	e.	PROPN
fis-4833	360	11	(	(	PUNCT
fis-4833	360	12	2008	2008	NUM
fis-4833	360	13	)	)	PUNCT
fis-4833	360	14	.	.	PUNCT
fis-4833	361	1	an	an	DET
fis-4833	361	2	empirical	empirical	ADJ
fis-4833	361	3	model	model	NOUN
fis-4833	361	4	for	for	ADP
fis-4833	361	5	predicting	predict	VERB
fis-4833	361	6	the	the	DET
fis-4833	361	7	mechanical	mechanical	ADJ
fis-4833	361	8	properties	property	NOUN
fis-4833	361	9	of	of	ADP
fis-4833	361	10	frp	frp	PROPN
fis-4833	361	11	-	-	PUNCT
fis-4833	361	12	confined	confine	VERB
fis-4833	361	13	concrete	concrete	NOUN
fis-4833	361	14	,	,	PUNCT
fis-4833	361	15	constr	constr	NOUN
fis-4833	361	16	build	build	NOUN
fis-4833	361	17	mater	mater	NOUN
fis-4833	361	18	,	,	PUNCT
fis-4833	361	19	22(5	22(5	NOUN
fis-4833	361	20	)	)	PUNCT
fis-4833	361	21	,	,	PUNCT
fis-4833	361	22	pp	pp	ADP
fis-4833	361	23	.	.	PUNCT
fis-4833	362	1	841–854	841–854	NUM
fis-4833	362	2	.	.	PUNCT
fis-4833	363	1	doi	doi	NOUN
fis-4833	363	2	:	:	PUNCT
fis-4833	363	3	10.1016	10.1016	NUM
fis-4833	363	4	/	/	SYM
fis-4833	363	5	j.conbuildmat.2006.12.009	j.conbuildmat.2006.12.009	PROPN
fis-4833	363	6	.	.	PUNCT
fis-4833	364	1	[	[	X
fis-4833	364	2	19	19	NUM
fis-4833	364	3	]	]	X
fis-4833	364	4	michel	michel	PROPN
fis-4833	364	5	samaan	samaan	PROPN
fis-4833	364	6	,	,	PUNCT
fis-4833	364	7	b.	b.	PROPN
fis-4833	364	8	,	,	PUNCT
fis-4833	364	9	mirmiran	mirmiran	PROPN
fis-4833	364	10	,	,	PUNCT
fis-4833	364	11	a.	a.	NOUN
fis-4833	364	12	,	,	PUNCT
fis-4833	364	13	shahawy	shahawy	PROPN
fis-4833	364	14	,	,	PUNCT
fis-4833	364	15	m.	m.	NOUN
fis-4833	364	16	(	(	PUNCT
fis-4833	364	17	1998	1998	NUM
fis-4833	364	18	)	)	PUNCT
fis-4833	364	19	.	.	PUNCT
fis-4833	365	1	model	model	NOUN
fis-4833	365	2	of	of	ADP
fis-4833	365	3	concrete	concrete	NOUN
fis-4833	365	4	confined	confine	VERB
fis-4833	365	5	by	by	ADP
fis-4833	365	6	fiber	fiber	NOUN
fis-4833	365	7	composites	composite	NOUN
fis-4833	365	8	,	,	PUNCT
fis-4833	365	9	journal	journal	NOUN
fis-4833	365	10	of	of	ADP
fis-4833	365	11	structural	structural	ADJ
fis-4833	365	12	engineering	engineering	NOUN
fis-4833	365	13	,	,	PUNCT
fis-4833	365	14	124(9	124(9	NUM
fis-4833	365	15	)	)	PUNCT
fis-4833	365	16	,	,	PUNCT
fis-4833	365	17	pp	pp	PROPN
fis-4833	365	18	.	.	PUNCT
fis-4833	366	1	1025–1031	1025–1031	NUM
fis-4833	366	2	.	.	PUNCT
fis-4833	367	1	doi	doi	NOUN
fis-4833	367	2	:	:	PUNCT
fis-4833	367	3	10.1061/(asce)0733	10.1061/(asce)0733	NUM
fis-4833	367	4	-	-	PUNCT
fis-4833	367	5	9445(1998)124:9(1025	9445(1998)124:9(1025	NUM
fis-4833	367	6	)	)	PUNCT
fis-4833	367	7	.	.	PUNCT
fis-4833	368	1	[	[	X
fis-4833	368	2	20	20	NUM
fis-4833	368	3	]	]	X
fis-4833	368	4	teng	teng	PROPN
fis-4833	368	5	,	,	PUNCT
fis-4833	368	6	j.g	j.g	PROPN
fis-4833	368	7	.	.	PROPN
fis-4833	368	8	,	,	PUNCT
fis-4833	368	9	lam	lam	PROPN
fis-4833	368	10	,	,	PUNCT
fis-4833	368	11	l.	l.	PROPN
fis-4833	368	12	(	(	PUNCT
fis-4833	368	13	2004	2004	NUM
fis-4833	368	14	)	)	PUNCT
fis-4833	368	15	.	.	PUNCT
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fis-4833	369	2	and	and	CCONJ
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fis-4833	369	4	of	of	ADP
fis-4833	369	5	fiber	fiber	NOUN
fis-4833	369	6	reinforced	reinforce	VERB
fis-4833	369	7	polymer	polymer	NOUN
fis-4833	369	8	-	-	PUNCT
fis-4833	369	9	confined	confine	VERB
fis-4833	369	10	concrete	concrete	ADJ
fis-4833	369	11	,	,	PUNCT
fis-4833	369	12	journal	journal	NOUN
fis-4833	369	13	of	of	ADP
fis-4833	369	14	structural	structural	ADJ
fis-4833	369	15	engineering	engineering	NOUN
fis-4833	369	16	,	,	PUNCT
fis-4833	369	17	130(11	130(11	NUM
fis-4833	369	18	)	)	PUNCT
fis-4833	369	19	,	,	PUNCT
fis-4833	369	20	pp	pp	PROPN
fis-4833	369	21	.	.	PUNCT
fis-4833	370	1	1713–1723	1713–1723	NUM
fis-4833	370	2	.	.	PUNCT
fis-4833	371	1	doi	doi	NOUN
fis-4833	371	2	:	:	PUNCT
fis-4833	371	3	10.1061/(asce)0733	10.1061/(asce)0733	NUM
fis-4833	371	4	-	-	PUNCT
fis-4833	371	5	9445(2004)130:11(1713	9445(2004)130:11(1713	NUM
fis-4833	371	6	)	)	PUNCT
fis-4833	371	7	.	.	PUNCT
fis-4833	372	1	[	[	X
fis-4833	372	2	21	21	NUM
fis-4833	372	3	]	]	X
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fis-4833	372	5	,	,	PUNCT
fis-4833	372	6	v.	v.	PROPN
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fis-4833	372	9	,	,	PUNCT
fis-4833	372	10	p.v	p.v	PROPN
fis-4833	372	11	.	.	PROPN
fis-4833	372	12	(	(	PUNCT
fis-4833	372	13	2016	2016	NUM
fis-4833	372	14	)	)	PUNCT
fis-4833	372	15	.	.	PUNCT
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fis-4833	373	9	stainless	stainless	ADJ
fis-4833	373	10	steel	steel	NOUN
fis-4833	373	11	wire	wire	NOUN
fis-4833	373	12	mesh	mesh	NOUN
fis-4833	373	13	(	(	PUNCT
fis-4833	373	14	sswm	sswm	NOUN
fis-4833	373	15	)	)	PUNCT
fis-4833	373	16	–	–	PUNCT
fis-4833	373	17	experimental	experimental	ADJ
fis-4833	373	18	investigations	investigation	NOUN
fis-4833	373	19	,	,	PUNCT
fis-4833	373	20	constr	constr	NOUN
fis-4833	373	21	build	build	NOUN
fis-4833	373	22	mater	mater	NOUN
fis-4833	373	23	,	,	PUNCT
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fis-4833	373	25	,	,	PUNCT
fis-4833	373	26	pp	pp	ADJ
fis-4833	373	27	.	.	PUNCT
fis-4833	374	1	186–198	186–198	NUM
fis-4833	374	2	.	.	PUNCT
fis-4833	374	3	doi	doi	NOUN
fis-4833	374	4	:	:	PUNCT
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fis-4833	374	6	/	/	SYM
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fis-4833	374	8	.	.	PUNCT
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fis-4833	375	3	]	]	X
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fis-4833	375	5	,	,	PUNCT
fis-4833	375	6	v.	v.	PROPN
fis-4833	375	7	,	,	PUNCT
fis-4833	375	8	patel	patel	PROPN
fis-4833	375	9	,	,	PUNCT
fis-4833	375	10	p.v	p.v	PROPN
fis-4833	375	11	.	.	PROPN
fis-4833	375	12	(	(	PUNCT
fis-4833	375	13	2016	2016	NUM
fis-4833	375	14	)	)	PUNCT
fis-4833	375	15	.	.	PUNCT
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fis-4833	376	4	loaded	load	VERB
fis-4833	376	5	concrete	concrete	ADJ
fis-4833	376	6	columns	column	NOUN
fis-4833	376	7	using	use	VERB
fis-4833	376	8	stainless	stainless	ADJ
fis-4833	376	9	steel	steel	NOUN
fis-4833	376	10	wire	wire	NOUN
fis-4833	376	11	mesh	mesh	NOUN
fis-4833	376	12	(	(	PUNCT
fis-4833	376	13	sswm)numerical	sswm)numerical	ADJ
fis-4833	376	14	investigations	investigation	NOUN
fis-4833	376	15	,	,	PUNCT
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fis-4833	376	17	engineering	engineering	NOUN
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fis-4833	376	19	mechanics	mechanic	NOUN
fis-4833	376	20	,	,	PUNCT
fis-4833	376	21	60(6	60(6	NOUN
fis-4833	376	22	)	)	PUNCT
fis-4833	376	23	,	,	PUNCT
fis-4833	376	24	pp	pp	ADP
fis-4833	376	25	.	.	PUNCT
fis-4833	377	1	979–999	979–999	NUM
fis-4833	377	2	.	.	PUNCT
fis-4833	377	3	doi	doi	NOUN
fis-4833	377	4	:	:	PUNCT
fis-4833	377	5	10.12989	10.12989	NUM
fis-4833	377	6	/	/	SYM
fis-4833	377	7	sem.2016.60.6.979	sem.2016.60.6.979	NOUN
fis-4833	377	8	.	.	PUNCT
fis-4833	378	1	[	[	X
fis-4833	378	2	23	23	NUM
fis-4833	378	3	]	]	PUNCT
fis-4833	378	4	is	be	AUX
fis-4833	378	5	10262	10262	NUM
fis-4833	378	6	.	.	PUNCT
fis-4833	379	1	(	(	PUNCT
fis-4833	379	2	2019	2019	NUM
fis-4833	379	3	)	)	PUNCT
fis-4833	379	4	.	.	PUNCT
fis-4833	380	1	concrete	concrete	ADJ
fis-4833	380	2	mix	mix	NOUN
fis-4833	380	3	proportioning	proportioning	NOUN
fis-4833	380	4	guidelines	guideline	NOUN
fis-4833	380	5	,	,	PUNCT
fis-4833	380	6	bureau	bureau	PROPN
fis-4833	380	7	of	of	ADP
fis-4833	380	8	indian	indian	PROPN
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fis-4833	380	10	,	,	PUNCT
fis-4833	380	11	new	new	ADJ
fis-4833	380	12	delhi	delhi	PROPN
fis-4833	380	13	.	.	PUNCT
fis-4833	381	1	[	[	X
fis-4833	381	2	24	24	NUM
fis-4833	381	3	]	]	PUNCT
fis-4833	381	4	is	be	AUX
fis-4833	381	5	516	516	NUM
fis-4833	381	6	(	(	PUNCT
fis-4833	381	7	part	part	NOUN
fis-4833	381	8	1	1	NUM
fis-4833	381	9	/	/	SYM
fis-4833	381	10	sec	sec	PROPN
fis-4833	381	11	1	1	NUM
fis-4833	381	12	)	)	PUNCT
fis-4833	381	13	.	.	PUNCT
fis-4833	382	1	(	(	PUNCT
fis-4833	382	2	2021	2021	NUM
fis-4833	382	3	)	)	PUNCT
fis-4833	382	4	.	.	PUNCT
fis-4833	383	1	hardened	harden	VERB
fis-4833	383	2	concrete	concrete	NOUN
fis-4833	383	3	-	-	PUNCT
fis-4833	383	4	methods	method	NOUN
fis-4833	383	5	of	of	ADP
fis-4833	383	6	test	test	NOUN
fis-4833	383	7	,	,	PUNCT
fis-4833	383	8	bureau	bureau	PROPN
fis-4833	383	9	of	of	ADP
fis-4833	383	10	indian	indian	PROPN
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fis-4833	383	12	,	,	PUNCT
fis-4833	383	13	new	new	ADJ
fis-4833	383	14	delhi	delhi	PROPN
fis-4833	383	15	.	.	PUNCT
fis-4833	384	1	[	[	X
fis-4833	384	2	25	25	NUM
fis-4833	384	3	]	]	X
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fis-4833	384	5	,	,	PUNCT
fis-4833	384	6	p.	p.	NOUN
fis-4833	384	7	v.	v.	PROPN
fis-4833	384	8	,	,	PUNCT
fis-4833	384	9	raiyani	raiyani	PROPN
fis-4833	384	10	,	,	PUNCT
fis-4833	384	11	s.d	s.d	PROPN
fis-4833	384	12	.	.	PROPN
fis-4833	384	13	,	,	PUNCT
fis-4833	384	14	shah	shah	PROPN
fis-4833	384	15	,	,	PUNCT
fis-4833	384	16	p.j	p.j	PROPN
fis-4833	384	17	.	.	PROPN
fis-4833	384	18	(	(	PUNCT
fis-4833	384	19	2018	2018	NUM
fis-4833	384	20	)	)	PUNCT
fis-4833	384	21	.	.	PUNCT
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fis-4833	385	2	strengthening	strengthening	NOUN
fis-4833	385	3	of	of	ADP
fis-4833	385	4	rc	rc	PROPN
fis-4833	385	5	beams	beam	NOUN
fis-4833	385	6	using	use	VERB
fis-4833	385	7	stainless	stainless	ADJ
fis-4833	385	8	steel	steel	NOUN
fis-4833	385	9	wire	wire	NOUN
fis-4833	385	10	mesh	mesh	NOUN
fis-4833	385	11	experimental	experimental	ADJ
fis-4833	385	12	and	and	CCONJ
fis-4833	385	13	numerical	numerical	PROPN
fis-4833	385	14	study	study	NOUN
fis-4833	385	15	,	,	PUNCT
fis-4833	385	16	structural	structural	ADJ
fis-4833	385	17	engineering	engineering	NOUN
fis-4833	385	18	and	and	CCONJ
fis-4833	385	19	mechanics	mechanic	NOUN
fis-4833	385	20	,	,	PUNCT
fis-4833	385	21	67(4	67(4	NUM
fis-4833	385	22	)	)	PUNCT
fis-4833	385	23	,	,	PUNCT
fis-4833	385	24	pp	pp	ADJ
fis-4833	385	25	.	.	PUNCT
fis-4833	386	1	391–401	391–401	NUM
fis-4833	386	2	.	.	PUNCT
fis-4833	387	1	doi	doi	NOUN
fis-4833	387	2	:	:	PUNCT
fis-4833	387	3	10.12989	10.12989	NUM
fis-4833	387	4	/	/	SYM
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fis-4833	387	6	.	.	PUNCT
fis-4833	388	1	[	[	X
fis-4833	388	2	26	26	NUM
fis-4833	388	3	]	]	X
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fis-4833	388	5	,	,	PUNCT
fis-4833	388	6	s.d	s.d	PROPN
fis-4833	388	7	.	.	PROPN
fis-4833	388	8	,	,	PUNCT
fis-4833	388	9	patel	patel	PROPN
fis-4833	388	10	,	,	PUNCT
fis-4833	388	11	p.	p.	NOUN
fis-4833	388	12	v.	v.	PROPN
fis-4833	388	13	(	(	PUNCT
fis-4833	388	14	2023	2023	NUM
fis-4833	388	15	)	)	PUNCT
fis-4833	388	16	.	.	PUNCT
fis-4833	389	1	torsional	torsional	ADJ
fis-4833	389	2	strengthening	strengthening	NOUN
fis-4833	389	3	of	of	ADP
fis-4833	389	4	reinforced	reinforce	VERB
fis-4833	389	5	concrete	concrete	ADJ
fis-4833	389	6	hollow	hollow	ADJ
fis-4833	389	7	beams	beam	NOUN
fis-4833	389	8	with	with	ADP
fis-4833	389	9	stainless	stainless	ADJ
fis-4833	389	10	steel	steel	NOUN
fis-4833	389	11	wire	wire	NOUN
fis-4833	389	12	mesh	mesh	NOUN
fis-4833	389	13	,	,	PUNCT
fis-4833	389	14	proceedings	proceeding	NOUN
fis-4833	389	15	of	of	ADP
fis-4833	389	16	the	the	DET
fis-4833	389	17	institution	institution	NOUN
fis-4833	389	18	of	of	ADP
fis-4833	389	19	civil	civil	ADJ
fis-4833	389	20	engineers	engineer	NOUN
fis-4833	389	21	structures	structure	NOUN
fis-4833	389	22	and	and	CCONJ
fis-4833	389	23	buildings	building	NOUN
fis-4833	389	24	,	,	PUNCT
fis-4833	389	25	176(8	176(8	NUM
fis-4833	389	26	)	)	PUNCT
fis-4833	389	27	,	,	PUNCT
fis-4833	389	28	pp	pp	ADP
fis-4833	389	29	.	.	PUNCT
fis-4833	390	1	584–600	584–600	NUM
fis-4833	390	2	.	.	PUNCT
fis-4833	391	1	doi	doi	NOUN
fis-4833	391	2	:	:	PUNCT
fis-4833	391	3	10.1680	10.1680	NUM
fis-4833	391	4	/	/	SYM
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fis-4833	391	6	.	.	PUNCT
fis-4833	392	1	[	[	X
fis-4833	392	2	27	27	NUM
fis-4833	392	3	]	]	X
fis-4833	392	4	raiyani	raiyani	PROPN
fis-4833	392	5	,	,	PUNCT
fis-4833	392	6	s.d	s.d	PROPN
fis-4833	392	7	.	.	PROPN
fis-4833	392	8	,	,	PUNCT
fis-4833	392	9	patel	patel	PROPN
fis-4833	392	10	,	,	PUNCT
fis-4833	392	11	p.	p.	PROPN
fis-4833	392	12	v.	v.	PROPN
fis-4833	392	13	,	,	PUNCT
fis-4833	392	14	vora	vora	PROPN
fis-4833	392	15	,	,	PUNCT
fis-4833	392	16	s.d	s.d	PROPN
fis-4833	392	17	.	.	PROPN
fis-4833	392	18	(	(	PUNCT
fis-4833	392	19	2020	2020	NUM
fis-4833	392	20	)	)	PUNCT
fis-4833	392	21	.	.	PUNCT
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fis-4833	393	4	steel	steel	NOUN
fis-4833	393	5	wire	wire	NOUN
fis-4833	393	6	mesh	mesh	NOUN
fis-4833	393	7	in	in	ADP
fis-4833	393	8	shear	shear	NOUN
fis-4833	393	9	strengthening	strengthen	VERB
fis-4833	393	10	of	of	ADP
fis-4833	393	11	reinforced	reinforce	VERB
fis-4833	393	12	concrete	concrete	ADJ
fis-4833	393	13	flanged	flange	VERB
fis-4833	393	14	beam	beam	NOUN
fis-4833	393	15	,	,	PUNCT
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fis-4833	393	17	journal	journal	NOUN
fis-4833	393	18	of	of	ADP
fis-4833	393	19	structural	structural	ADJ
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fis-4833	393	21	,	,	PUNCT
fis-4833	393	22	10(3	10(3	NUM
fis-4833	393	23	)	)	PUNCT
fis-4833	393	24	,	,	PUNCT
fis-4833	393	25	pp	pp	ADP
fis-4833	393	26	.	.	PUNCT
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fis-4833	394	2	.	.	PUNCT
fis-4833	394	3	doi	doi	NOUN
fis-4833	394	4	:	:	PUNCT
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fis-4833	394	6	/	/	SYM
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fis-4833	394	8	.	.	PUNCT
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fis-4833	395	2	28	28	NUM
fis-4833	395	3	]	]	X
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fis-4833	395	7	(	(	PUNCT
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fis-4833	395	9	)	)	PUNCT
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fis-4833	395	11	.	.	PROPN
fis-4833	395	12	(	(	PUNCT
fis-4833	395	13	2016	2016	NUM
fis-4833	395	14	)	)	PUNCT
fis-4833	395	15	.	.	PUNCT
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fis-4833	395	17	wire	wire	NOUN
fis-4833	395	18	cloth	cloth	NOUN
fis-4833	395	19	&	&	CCONJ
fis-4833	395	20	perforated	perforate	VERB
fis-4833	395	21	sheet	sheet	NOUN
fis-4833	395	22	product	product	NOUN
fis-4833	395	23	data	datum	NOUN
fis-4833	395	24	sheet	sheet	NOUN
fis-4833	395	25	,	,	PUNCT
fis-4833	395	26	banaraswala	banaraswala	NOUN
fis-4833	395	27	metal	metal	NOUN
fis-4833	395	28	crafts	craft	NOUN
fis-4833	395	29	(	(	PUNCT
fis-4833	395	30	p	p	X
fis-4833	395	31	)	)	PUNCT
fis-4833	395	32	ltd	ltd	PROPN
fis-4833	395	33	,	,	PUNCT
fis-4833	395	34	coimbatore	coimbatore	PROPN
fis-4833	395	35	.	.	PUNCT
fis-4833	395	36	available	available	ADJ
fis-4833	395	37	at	at	ADP
fis-4833	395	38	:	:	PUNCT
fis-4833	395	39	www.banaraswala.com	www.banaraswala.com	X
fis-4833	395	40	.	.	PUNCT
fis-4833	396	1	[	[	X
fis-4833	396	2	29	29	NUM
fis-4833	396	3	]	]	X
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fis-4833	396	6	/	/	SYM
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fis-4833	396	8	.	.	PUNCT
fis-4833	397	1	(	(	PUNCT
fis-4833	397	2	2017	2017	NUM
fis-4833	397	3	)	)	PUNCT
fis-4833	397	4	.	.	PUNCT
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fis-4833	398	7	of	of	ADP
fis-4833	398	8	polymer	polymer	NOUN
fis-4833	398	9	matrix	matrix	NOUN
fis-4833	398	10	composite	composite	ADJ
fis-4833	398	11	materials	material	NOUN
fis-4833	398	12	,	,	PUNCT
fis-4833	398	13	doi	doi	NOUN
fis-4833	398	14	:	:	PUNCT
fis-4833	398	15	10.1520	10.1520	NUM
fis-4833	398	16	/	/	SYM
fis-4833	398	17	d3039_d3039m-17	d3039_d3039m-17	PROPN
fis-4833	398	18	.	.	PUNCT
fis-4833	399	1	[	[	X
fis-4833	399	2	30	30	NUM
fis-4833	399	3	]	]	X
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fis-4833	399	5	,	,	PUNCT
fis-4833	399	6	p.	p.	PROPN
fis-4833	399	7	,	,	PUNCT
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fis-4833	399	9	,	,	PUNCT
fis-4833	399	10	d.	d.	PROPN
fis-4833	399	11	,	,	PUNCT
fis-4833	399	12	makawana	makawana	PROPN
fis-4833	399	13	,	,	PUNCT
fis-4833	399	14	r.	r.	PROPN
fis-4833	399	15	(	(	PUNCT
fis-4833	399	16	2023	2023	NUM
fis-4833	399	17	)	)	PUNCT
fis-4833	399	18	.	.	PUNCT
fis-4833	400	1	experimental	experimental	ADJ
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fis-4833	400	11	-	-	PUNCT
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fis-4833	400	15	(	(	PUNCT
fis-4833	400	16	sswm	sswm	NOUN
fis-4833	400	17	)	)	PUNCT
fis-4833	400	18	,	,	PUNCT
fis-4833	400	19	frattura	frattura	PROPN
fis-4833	400	20	ed	ed	PROPN
fis-4833	400	21	integrità	integrità	PROPN
fis-4833	400	22	strutturale	strutturale	PROPN
fis-4833	400	23	,	,	PUNCT
fis-4833	400	24	17(65	17(65	NUM
fis-4833	400	25	)	)	PUNCT
fis-4833	400	26	,	,	PUNCT
fis-4833	400	27	pp	pp	ADP
fis-4833	400	28	.	.	PUNCT
fis-4833	401	1	257–269	257–269	NUM
fis-4833	401	2	.	.	PUNCT
fis-4833	401	3	doi	doi	NOUN
fis-4833	401	4	:	:	PUNCT
fis-4833	401	5	10.3221	10.3221	NUM
fis-4833	401	6	/	/	SYM
fis-4833	401	7	igf	igf	PROPN
fis-4833	401	8	-	-	PROPN
fis-4833	401	9	esis.65.17	esis.65.17	NOUN
fis-4833	401	10	.	.	PUNCT
fis-4833	402	1	[	[	X
fis-4833	402	2	31	31	NUM
fis-4833	402	3	]	]	PUNCT
fis-4833	402	4	product	product	NOUN
fis-4833	402	5	data	datum	NOUN
fis-4833	402	6	sheet	sheet	NOUN
fis-4833	402	7	,	,	PUNCT
fis-4833	402	8	adhesive	adhesive	NOUN
fis-4833	402	9	for	for	ADP
fis-4833	402	10	bonding	bond	VERB
fis-4833	402	11	reinforcement	reinforcement	NOUN
fis-4833	402	12	,	,	PUNCT
fis-4833	402	13	version	version	NOUN
fis-4833	402	14	gcc	gcc	NOUN
fis-4833	402	15	,	,	PUNCT
fis-4833	402	16	(	(	PUNCT
fis-4833	402	17	edition	edition	NOUN
fis-4833	402	18	10/09/2016	10/09/2016	NUM
fis-4833	402	19	,	,	PUNCT
fis-4833	402	20	i	i	PROPN
fis-4833	402	21	d	d	PROPN
fis-4833	402	22	no.020401040010000003	no.020401040010000003	PROPN
fis-4833	402	23	)	)	PUNCT
fis-4833	402	24	,	,	PUNCT
fis-4833	402	25	retrieved	retrieve	VERB
fis-4833	402	26	21	21	NUM
fis-4833	402	27	10	10	NUM
fis-4833	402	28	,	,	PUNCT
fis-4833	402	29	2016	2016	NUM
fis-4833	402	30	.	.	PUNCT
fis-4833	403	1	[	[	X
fis-4833	403	2	32	32	NUM
fis-4833	403	3	]	]	SYM
fis-4833	403	4	patel	patel	NOUN
fis-4833	403	5	,	,	PUNCT
fis-4833	403	6	p.	p.	PROPN
fis-4833	403	7	v.	v.	PROPN
fis-4833	403	8	,	,	PUNCT
fis-4833	403	9	joshi	joshi	PROPN
fis-4833	403	10	,	,	PUNCT
fis-4833	403	11	d.d	d.d	PROPN
fis-4833	403	12	.	.	PROPN
fis-4833	403	13	,	,	PUNCT
fis-4833	403	14	makawana	makawana	PROPN
fis-4833	403	15	,	,	PUNCT
fis-4833	403	16	r.	r.	PROPN
fis-4833	403	17	v.	v.	PROPN
fis-4833	403	18	(	(	PUNCT
fis-4833	403	19	2023	2023	NUM
fis-4833	403	20	)	)	PUNCT
fis-4833	403	21	.	.	PUNCT
fis-4833	404	1	experimental	experimental	ADJ
fis-4833	404	2	studies	study	NOUN
fis-4833	404	3	on	on	ADP
fis-4833	404	4	confined	confine	VERB
fis-4833	404	5	compressive	compressive	ADJ
fis-4833	404	6	strength	strength	NOUN
fis-4833	404	7	of	of	ADP
fis-4833	404	8	stainless	stainless	ADJ
fis-4833	404	9	steel	steel	NOUN
fis-4833	404	10	wire	wire	NOUN
fis-4833	404	11	mesh	mesh	NOUN
fis-4833	404	12	(	(	PUNCT
fis-4833	404	13	sswm	sswm	NOUN
fis-4833	404	14	)	)	PUNCT
fis-4833	404	15	wrapped	wrap	VERB
fis-4833	404	16	concrete	concrete	ADJ
fis-4833	404	17	columns	column	NOUN
fis-4833	404	18	,	,	PUNCT
fis-4833	404	19	mater	mater	NOUN
fis-4833	404	20	today	today	NOUN
fis-4833	404	21	proc	proc	NOUN
fis-4833	404	22	.	.	PUNCT
fis-4833	405	1	doi	doi	NOUN
fis-4833	405	2	:	:	PUNCT
fis-4833	405	3	10.1016	10.1016	NUM
fis-4833	405	4	/	/	SYM
fis-4833	405	5	j.matpr.2023.08.087	j.matpr.2023.08.087	PROPN
fis-4833	405	6	.	.	PUNCT
fis-4833	406	1	s.	s.	PROPN
fis-4833	406	2	d.	d.	PROPN
fis-4833	406	3	raiyani	raiyani	PROPN
fis-4833	406	4	et	et	PROPN
fis-4833	406	5	alii	alii	PROPN
fis-4833	406	6	,	,	PUNCT
fis-4833	406	7	frattura	frattura	PROPN
fis-4833	406	8	ed	ed	PROPN
fis-4833	406	9	integrità	integrità	PROPN
fis-4833	406	10	strutturale	strutturale	PROPN
fis-4833	406	11	,	,	PUNCT
fis-4833	406	12	69	69	NUM
fis-4833	406	13	(	(	PUNCT
fis-4833	406	14	2024	2024	NUM
fis-4833	406	15	)	)	PUNCT
fis-4833	406	16	71	71	NUM
fis-4833	406	17	-	-	SYM
fis-4833	406	18	88	88	NUM
fis-4833	406	19	;	;	PUNCT
fis-4833	406	20	doi	doi	NOUN
fis-4833	406	21	:	:	PUNCT
fis-4833	406	22	10.3221	10.3221	NUM
fis-4833	406	23	/	/	SYM
fis-4833	406	24	igf	igf	PROPN
fis-4833	406	25	-	-	PROPN
fis-4833	406	26	esis.69.06	esis.69.06	NOUN
fis-4833	406	27	87	87	NUM
fis-4833	406	28	[	[	SYM
fis-4833	406	29	33	33	NUM
fis-4833	406	30	]	]	X
fis-4833	406	31	mander	mander	PROPN
fis-4833	406	32	,	,	PUNCT
fis-4833	406	33	j.b	j.b	PROPN
fis-4833	406	34	.	.	PROPN
fis-4833	406	35	,	,	PUNCT
fis-4833	406	36	priestley	priestley	NOUN
fis-4833	406	37	,	,	PUNCT
fis-4833	406	38	m.j.n	m.j.n	ADJ
fis-4833	406	39	.	.	PROPN
fis-4833	406	40	,	,	PUNCT
fis-4833	406	41	park	park	PROPN
fis-4833	406	42	,	,	PUNCT
fis-4833	406	43	r.	r.	PROPN
fis-4833	406	44	(	(	PUNCT
fis-4833	406	45	1988	1988	NUM
fis-4833	406	46	)	)	PUNCT
fis-4833	406	47	.	.	PUNCT
fis-4833	407	1	theoretical	theoretical	ADJ
fis-4833	407	2	stress‐strain	stress‐strain	NOUN
fis-4833	407	3	model	model	NOUN
fis-4833	407	4	for	for	ADP
fis-4833	407	5	confined	confine	VERB
fis-4833	407	6	concrete	concrete	ADJ
fis-4833	407	7	,	,	PUNCT
fis-4833	407	8	journal	journal	NOUN
fis-4833	407	9	of	of	ADP
fis-4833	407	10	structural	structural	ADJ
fis-4833	407	11	engineering	engineering	NOUN
fis-4833	407	12	,	,	PUNCT
fis-4833	407	13	114(8	114(8	NUM
fis-4833	407	14	)	)	PUNCT
fis-4833	407	15	,	,	PUNCT
fis-4833	407	16	pp	pp	ADP
fis-4833	407	17	.	.	PUNCT
fis-4833	408	1	1804–1826	1804–1826	NUM
fis-4833	408	2	.	.	PUNCT
fis-4833	409	1	doi	doi	NOUN
fis-4833	409	2	:	:	PUNCT
fis-4833	409	3	10.1061/(asce)0733	10.1061/(asce)0733	NUM
fis-4833	409	4	-	-	PUNCT
fis-4833	409	5	9445(1988)114:8(1804	9445(1988)114:8(1804	PROPN
fis-4833	409	6	)	)	PUNCT
fis-4833	409	7	.	.	PUNCT
fis-4833	410	1	[	[	X
fis-4833	410	2	34	34	NUM
fis-4833	410	3	]	]	X
fis-4833	410	4	richart	richart	NOUN
fis-4833	410	5	,	,	PUNCT
fis-4833	410	6	f.e	f.e	PROPN
fis-4833	410	7	.	.	PROPN
fis-4833	410	8	,	,	PUNCT
fis-4833	410	9	brandtzæg	brandtzæg	PROPN
fis-4833	410	10	,	,	PUNCT
fis-4833	410	11	a.	a.	NOUN
fis-4833	410	12	,	,	PUNCT
fis-4833	410	13	brown	brown	PROPN
fis-4833	410	14	,	,	PUNCT
fis-4833	410	15	r.l	r.l	PROPN
fis-4833	410	16	.	.	PROPN
fis-4833	410	17	(	(	PUNCT
fis-4833	410	18	1928	1928	NUM
fis-4833	410	19	)	)	PUNCT
fis-4833	410	20	.	.	PUNCT
fis-4833	411	1	a	a	DET
fis-4833	411	2	study	study	NOUN
fis-4833	411	3	of	of	ADP
fis-4833	411	4	the	the	DET
fis-4833	411	5	failure	failure	NOUN
fis-4833	411	6	of	of	ADP
fis-4833	411	7	concrete	concrete	NOUN
fis-4833	411	8	under	under	ADP
fis-4833	411	9	combined	combined	ADJ
fis-4833	411	10	compressive	compressive	ADJ
fis-4833	411	11	stresses	stress	NOUN
fis-4833	411	12	,	,	PUNCT
fis-4833	411	13	university	university	PROPN
fis-4833	411	14	of	of	ADP
fis-4833	411	15	illinois	illinois	PROPN
fis-4833	411	16	.	.	PUNCT
fis-4833	412	1	engineering	engineering	NOUN
fis-4833	412	2	experiment	experiment	NOUN
fis-4833	412	3	station	station	NOUN
fis-4833	412	4	.	.	PUNCT
fis-4833	413	1	bulletin	bulletin	NOUN
fis-4833	413	2	 	 	SPACE
fis-4833	413	3	;	;	PUNCT
fis-4833	413	4	no	no	INTJ
fis-4833	413	5	.	.	NOUN
fis-4833	413	6	185	185	NUM
fis-4833	413	7	.	.	PUNCT
fis-4833	414	1	[	[	X
fis-4833	414	2	35	35	NUM
fis-4833	414	3	]	]	X
fis-4833	414	4	chalioris	chalioris	PROPN
fis-4833	414	5	,	,	PUNCT
fis-4833	414	6	c.e	c.e	PROPN
fis-4833	414	7	.	.	PROPN
fis-4833	414	8	(	(	PUNCT
fis-4833	414	9	2007	2007	NUM
fis-4833	414	10	)	)	PUNCT
fis-4833	414	11	.	.	PUNCT
fis-4833	415	1	analytical	analytical	ADJ
fis-4833	415	2	model	model	NOUN
fis-4833	415	3	for	for	ADP
fis-4833	415	4	the	the	DET
fis-4833	415	5	torsional	torsional	ADJ
fis-4833	415	6	behaviour	behaviour	NOUN
fis-4833	415	7	of	of	ADP
fis-4833	415	8	reinforced	reinforce	VERB
fis-4833	415	9	concrete	concrete	ADJ
fis-4833	415	10	beams	beam	NOUN
fis-4833	415	11	retrofitted	retrofit	VERB
fis-4833	415	12	with	with	ADP
fis-4833	415	13	frp	frp	PROPN
fis-4833	415	14	materials	material	NOUN
fis-4833	415	15	,	,	PUNCT
fis-4833	415	16	eng	eng	PROPN
fis-4833	415	17	struct	struct	NOUN
fis-4833	415	18	,	,	PUNCT
fis-4833	415	19	29(12	29(12	NUM
fis-4833	415	20	)	)	PUNCT
fis-4833	415	21	,	,	PUNCT
fis-4833	415	22	pp	pp	ADJ
fis-4833	415	23	.	.	PUNCT
fis-4833	416	1	3263–3276	3263–3276	NUM
fis-4833	416	2	.	.	PUNCT
fis-4833	417	1	doi	doi	NOUN
fis-4833	417	2	:	:	PUNCT
fis-4833	417	3	10.1016	10.1016	NUM
fis-4833	417	4	/	/	SYM
fis-4833	417	5	j.engstruct.2007.09.009	j.engstruct.2007.09.009	NOUN
fis-4833	417	6	.	.	PUNCT
fis-4833	418	1	appendix	appendix	VERB
fis-4833	418	2	compressive	compressive	ADJ
fis-4833	418	3	strength	strength	NOUN
fis-4833	418	4	of	of	ADP
fis-4833	418	5	partially	partially	ADV
fis-4833	418	6	sswm	sswm	NOUN
fis-4833	418	7	-	-	PUNCT
fis-4833	418	8	confined	confine	VERB
fis-4833	418	9	concrete	concrete	ADJ
fis-4833	418	10	cylinder	cylinder	NOUN
fis-4833	418	11	example	example	NOUN
fis-4833	418	12	alculate	alculate	VERB
fis-4833	418	13	the	the	DET
fis-4833	418	14	compressive	compressive	ADJ
fis-4833	418	15	strength	strength	NOUN
fis-4833	418	16	of	of	ADP
fis-4833	418	17	the	the	DET
fis-4833	418	18	partially	partially	ADV
fis-4833	418	19	sswm	sswm	NOUN
fis-4833	418	20	-	-	PUNCT
fis-4833	418	21	confined	confine	VERB
fis-4833	418	22	concrete	concrete	ADJ
fis-4833	418	23	cylinder	cylinder	NOUN
fis-4833	418	24	with	with	ADP
fis-4833	418	25	strip	strip	NOUN
fis-4833	418	26	gaps	gap	NOUN
fis-4833	418	27	of	of	ADP
fis-4833	418	28	30	30	NUM
fis-4833	418	29	mm	mm	NOUN
fis-4833	418	30	in	in	ADP
fis-4833	418	31	the	the	DET
fis-4833	418	32	middle	middle	NOUN
fis-4833	418	33	of	of	ADP
fis-4833	418	34	specimens	specimen	NOUN
fis-4833	418	35	,	,	PUNCT
fis-4833	418	36	as	as	SCONJ
fis-4833	418	37	shown	show	VERB
fis-4833	418	38	in	in	ADP
fis-4833	418	39	fig	fig	NOUN
fis-4833	418	40	.	.	PUNCT
fis-4833	419	1	6	6	NUM
fis-4833	419	2	.	.	PUNCT
fis-4833	419	3	the	the	DET
fis-4833	419	4	cylinder	cylinder	NOUN
fis-4833	419	5	specimen	speciman	NOUN
fis-4833	419	6	size	size	NOUN
fis-4833	419	7	is	be	AUX
fis-4833	419	8	150	150	NUM
fis-4833	419	9	mm	mm	NOUN
fis-4833	419	10	in	in	ADP
fis-4833	419	11	diameter	diameter	NOUN
fis-4833	419	12	and	and	CCONJ
fis-4833	419	13	300	300	NUM
fis-4833	419	14	mm	mm	NOUN
fis-4833	419	15	in	in	ADP
fis-4833	419	16	height	height	NOUN
fis-4833	419	17	and	and	CCONJ
fis-4833	419	18	is	be	AUX
fis-4833	419	19	tested	test	VERB
fis-4833	419	20	under	under	ADP
fis-4833	419	21	compression	compression	NOUN
fis-4833	419	22	load	load	NOUN
fis-4833	419	23	.	.	PUNCT
fis-4833	420	1	the	the	DET
fis-4833	420	2	average	average	ADJ
fis-4833	420	3	compressive	compressive	ADJ
fis-4833	420	4	strength	strength	NOUN
fis-4833	420	5	of	of	ADP
fis-4833	420	6	a	a	DET
fis-4833	420	7	concrete	concrete	ADJ
fis-4833	420	8	cylinder	cylinder	NOUN
fis-4833	420	9	at	at	ADP
fis-4833	420	10	28	28	NUM
fis-4833	420	11	days	day	NOUN
fis-4833	420	12	of	of	ADP
fis-4833	420	13	curing	cure	VERB
fis-4833	420	14	is	be	AUX
fis-4833	420	15	34.52	34.52	NUM
fis-4833	420	16	mpa	mpa	NOUN
fis-4833	420	17	.	.	PUNCT
fis-4833	421	1	in	in	ADP
fis-4833	421	2	addition	addition	NOUN
fis-4833	421	3	,	,	PUNCT
fis-4833	421	4	40	40	NUM
fis-4833	421	5			NOUN
fis-4833	421	6	32	32	NUM
fis-4833	421	7	type	type	NOUN
fis-4833	421	8	sswm	sswm	NOUN
fis-4833	421	9	with	with	ADP
fis-4833	421	10	0.27	0.27	NUM
fis-4833	421	11	mm	mm	PROPN
fis-4833	421	12	wire	wire	NOUN
fis-4833	421	13	diameter	diameter	NOUN
fis-4833	421	14	strengthens	strengthen	VERB
fis-4833	421	15	the	the	DET
fis-4833	421	16	concrete	concrete	ADJ
fis-4833	421	17	cylinder	cylinder	NOUN
fis-4833	421	18	.	.	PUNCT
fis-4833	422	1	the	the	DET
fis-4833	422	2	average	average	ADJ
fis-4833	422	3	ultimate	ultimate	ADJ
fis-4833	422	4	tensile	tensile	NOUN
fis-4833	422	5	strength	strength	NOUN
fis-4833	422	6	of	of	ADP
fis-4833	422	7	sswm	sswm	NOUN
fis-4833	422	8	is	be	AUX
fis-4833	422	9	700.16	700.16	NUM
fis-4833	422	10	mpa	mpa	NOUN
fis-4833	422	11	,	,	PUNCT
fis-4833	422	12	as	as	ADP
fis-4833	422	13	per	per	ADP
fis-4833	422	14	tab	tab	NOUN
fis-4833	422	15	.	.	PUNCT
fis-4833	423	1	2	2	X
fis-4833	423	2	.	.	X
fis-4833	423	3	solution	solution	NOUN
fis-4833	423	4	:	:	PUNCT
fis-4833	423	5	step	step	NOUN
fis-4833	423	6	1	1	NUM
fis-4833	423	7	:	:	PUNCT
fis-4833	423	8	input	input	NOUN
fis-4833	423	9	parameters	parameter	NOUN
fis-4833	423	10	compressive	compressive	ADJ
fis-4833	423	11	strength	strength	NOUN
fis-4833	423	12	of	of	ADP
fis-4833	423	13	the	the	DET
fis-4833	423	14	cylinder	cylinder	NOUN
fis-4833	423	15	'	'	PUNCT
fis-4833	423	16	(	(	PUNCT
fis-4833	423	17	)	)	PUNCT
fis-4833	423	18	 	 	SPACE
fis-4833	423	19	cf	cf	NOUN
fis-4833	423	20	–	–	PUNCT
fis-4833	423	21	34.52	34.52	NUM
fis-4833	423	22	mpa	mpa	NOUN
fis-4833	423	23	depth	depth	NOUN
fis-4833	423	24	of	of	ADP
fis-4833	423	25	cylinder	cylinder	NOUN
fis-4833	423	26	(	(	PUNCT
fis-4833	423	27	h	h	NOUN
fis-4833	423	28	)	)	PUNCT
fis-4833	423	29	–	–	PUNCT
fis-4833	423	30	300	300	NUM
fis-4833	423	31	mm	mm	NOUN
fis-4833	423	32	width	width	NOUN
fis-4833	423	33	/	/	SYM
fis-4833	423	34	diameter	diameter	NOUN
fis-4833	423	35	of	of	ADP
fis-4833	423	36	the	the	DET
fis-4833	423	37	cylinder	cylinder	NOUN
fis-4833	423	38	(	(	PUNCT
fis-4833	423	39	b	b	NOUN
fis-4833	423	40	or	or	CCONJ
fis-4833	423	41	d	d	NOUN
fis-4833	423	42	)	)	PUNCT
fis-4833	423	43	–	–	PUNCT
fis-4833	423	44	150	150	NUM
fis-4833	423	45	mm	mm	NOUN
fis-4833	423	46	spacing	spacing	NOUN
fis-4833	423	47	between	between	ADP
fis-4833	423	48	sswm	sswm	NOUN
fis-4833	423	49	strips	strip	NOUN
fis-4833	423	50	(	(	PUNCT
fis-4833	423	51	'	'	PUNCT
fis-4833	423	52	sp	sp	NOUN
fis-4833	423	53	)	)	PUNCT
fis-4833	423	54	–	–	PUNCT
fis-4833	423	55	30	30	NUM
fis-4833	423	56	mm	mm	NOUN
fis-4833	423	57	the	the	DET
fis-4833	423	58	thickness	thickness	NOUN
fis-4833	423	59	of	of	ADP
fis-4833	423	60	sswm	sswm	NOUN
fis-4833	423	61	–	–	PUNCT
fis-4833	423	62	0.27	0.27	NUM
fis-4833	423	63	mm	mm	NOUN
fis-4833	423	64	ultimate	ultimate	ADJ
fis-4833	423	65	tensile	tensile	NOUN
fis-4833	423	66	strength	strength	NOUN
fis-4833	423	67	of	of	ADP
fis-4833	423	68	sswm	sswm	NOUN
fis-4833	423	69	(	(	PUNCT
fis-4833	423	70	ussf	ussf	NOUN
fis-4833	423	71	)	)	PUNCT
fis-4833	423	72	–	–	PUNCT
fis-4833	423	73	700.16	700.16	NUM
fis-4833	423	74	mpa	mpa	NOUN
fis-4833	423	75	step	step	NOUN
fis-4833	423	76	2	2	NUM
fis-4833	423	77	:	:	PUNCT
fis-4833	423	78	sswm	sswm	NOUN
fis-4833	423	79	confined	confine	VERB
fis-4833	423	80	compressive	compressive	ADJ
fis-4833	423	81	strength	strength	NOUN
fis-4833	423	82	of	of	ADP
fis-4833	423	83	the	the	DET
fis-4833	423	84	cylinder	cylinder	NOUN
fis-4833	423	85	sswm	sswm	NOUN
fis-4833	423	86	confined	confine	VERB
fis-4833	423	87	compressive	compressive	ADJ
fis-4833	423	88	strength	strength	NOUN
fis-4833	423	89	of	of	ADP
fis-4833	423	90	the	the	DET
fis-4833	423	91	cylinder	cylinder	NOUN
fis-4833	423	92	can	can	AUX
fis-4833	423	93	be	be	AUX
fis-4833	423	94	predicted	predict	VERB
fis-4833	423	95	as	as	ADP
fis-4833	423	96	per	per	ADP
fis-4833	423	97	eqn	eqn	NOUN
fis-4833	423	98	.	.	PUNCT
fis-4833	424	1	19	19	NUM
fis-4833	424	2			NOUN
fis-4833	424	3			PROPN
fis-4833	424	4	'	'	PART
fis-4833	424	5	'	'	NUM
fis-4833	424	6	  	  	SPACE
fis-4833	424	7	1	1	NUM
fis-4833	424	8	3.6cc	3.6cc	NUM
fis-4833	424	9	c	c	NOUN
fis-4833	424	10	h	h	NOUN
fis-4833	425	1	nf	nf	INTJ
fis-4833	425	2	f	f	PROPN
fis-4833	425	3	k	k	NOUN
fis-4833	425	4	w	w	PROPN
fis-4833	425	5			PROPN
fis-4833	425	6			PROPN
fis-4833	425	7			PROPN
fis-4833	425	8	1hk	1hk	NOUN
fis-4833	425	9			NOUN
fis-4833	425	10	as	as	ADP
fis-4833	425	11	per	per	ADP
fis-4833	425	12	the	the	DET
fis-4833	425	13	cnr	cnr	NOUN
fis-4833	425	14	dt200	dt200	PROPN
fis-4833	426	1	[	[	X
fis-4833	426	2	6	6	NUM
fis-4833	426	3	]	]	PUNCT
fis-4833	426	4	for	for	ADP
fis-4833	426	5	the	the	DET
fis-4833	426	6	circular	circular	ADJ
fis-4833	426	7	section	section	NOUN
fis-4833	426	8	and	and	CCONJ
fis-4833	426	9	'	'	NUM
fis-4833	426	10	2	2	NUM
fis-4833	426	11	uss	uss	PROPN
fis-4833	426	12	n	n	PROPN
fis-4833	426	13	v	v	NOUN
fis-4833	426	14	c	c	PROPN
fis-4833	426	15	f	f	PROPN
fis-4833	426	16	w	w	PROPN
fis-4833	426	17	k	k	PROPN
fis-4833	426	18	k	k	PROPN
fis-4833	426	19	f	f	PROPN
fis-4833	426	20			NOUN
fis-4833	426	21			NOUN
fis-4833	426	22	vk	vk	PROPN
fis-4833	426	23	is	be	AUX
fis-4833	426	24	calculated	calculate	VERB
fis-4833	426	25	as	as	ADP
fis-4833	426	26	per	per	ADP
fis-4833	426	27	eqn	eqn	NOUN
fis-4833	426	28	.	.	PUNCT
fis-4833	427	1	15	15	NUM
fis-4833	427	2	.	.	PUNCT
fis-4833	427	3	'	'	PUNCT
fis-4833	428	1	'	'	PUNCT
fis-4833	428	2	1	1	NUM
fis-4833	428	3	1	1	NUM
fis-4833	428	4	2	2	NUM
fis-4833	428	5	  	  	SPACE
fis-4833	428	6	2	2	NUM
fis-4833	428	7	s	s	NOUN
fis-4833	428	8	s	s	NOUN
fis-4833	428	9	v	v	NOUN
fis-4833	428	10	p	p	PROPN
fis-4833	428	11	p	p	PROPN
fis-4833	428	12	k	k	PROPN
fis-4833	428	13	h	h	PROPN
fis-4833	428	14	b	b	PROPN
fis-4833	428	15			NOUN
fis-4833	428	16			PROPN
fis-4833	428	17			PROPN
fis-4833	428	18			X
fis-4833	429	1			PROPN
fis-4833	429	2			PROPN
fis-4833	429	3			PROPN
fis-4833	429	4			PROPN
fis-4833	430	1			PROPN
fis-4833	430	2			PROPN
fis-4833	431	1			ADJ
fis-4833	431	2			PROPN
fis-4833	431	3			PROPN
fis-4833	431	4			NOUN
fis-4833	431	5	=	=	SYM
fis-4833	431	6	30	30	NUM
fis-4833	431	7	30	30	NUM
fis-4833	431	8	1	1	NUM
fis-4833	431	9	1	1	NUM
fis-4833	431	10	2	2	NUM
fis-4833	431	11	300	300	NUM
fis-4833	431	12	  	  	SPACE
fis-4833	431	13	2	2	NUM
fis-4833	431	14	150	150	NUM
fis-4833	432	1			NOUN
fis-4833	432	2			PROPN
fis-4833	432	3			NOUN
fis-4833	432	4			PROPN
fis-4833	432	5			PROPN
fis-4833	433	1			PROPN
fis-4833	433	2			PROPN
fis-4833	434	1			PROPN
fis-4833	434	2			NOUN
fis-4833	434	3			PUNCT
fis-4833	434	4			NOUN
fis-4833	434	5			PROPN
fis-4833	434	6			NOUN
fis-4833	434	7	=	=	SYM
fis-4833	434	8	0.855	0.855	NUM
fis-4833	434	9	k	k	PROPN
fis-4833	434	10	is	be	AUX
fis-4833	434	11	calculated	calculate	VERB
fis-4833	434	12	as	as	ADP
fis-4833	434	13	per	per	ADP
fis-4833	434	14	eqn	eqn	NOUN
fis-4833	434	15	.	.	PUNCT
fis-4833	435	1	16	16	NUM
fis-4833	435	2	and	and	CCONJ
fis-4833	435	3	k	k	PROPN
fis-4833	435	4	is	be	AUX
fis-4833	435	5	dependent	dependent	ADJ
fis-4833	435	6	on	on	ADP
fis-4833	435	7	the	the	DET
fis-4833	435	8	inclination	inclination	NOUN
fis-4833	435	9	of	of	ADP
fis-4833	435	10	the	the	DET
fis-4833	435	11	sswm	sswm	NOUN
fis-4833	435	12	strip	strip	NOUN
fis-4833	435	13	on	on	ADP
fis-4833	435	14	the	the	DET
fis-4833	435	15	cross	cross	NOUN
fis-4833	435	16	-	-	NOUN
fis-4833	435	17	section	section	NOUN
fis-4833	435	18	of	of	ADP
fis-4833	435	19	the	the	DET
fis-4833	435	20	member	member	NOUN
fis-4833	435	21	.	.	PUNCT
fis-4833	436	1	sswm	sswm	NOUN
fis-4833	436	2	is	be	AUX
fis-4833	436	3	making	make	VERB
fis-4833	436	4	zero	zero	NUM
fis-4833	436	5	-	-	PUNCT
fis-4833	436	6	degree	degree	NOUN
fis-4833	436	7	inclination	inclination	NOUN
fis-4833	436	8	with	with	ADP
fis-4833	436	9	the	the	DET
fis-4833	436	10	cross	cross	NOUN
fis-4833	436	11	-	-	NOUN
fis-4833	436	12	section	section	NOUN
fis-4833	436	13	of	of	ADP
fis-4833	436	14	the	the	DET
fis-4833	436	15	cylinder	cylinder	NOUN
fis-4833	436	16	therefore	therefore	ADV
fis-4833	436	17	k	k	PROPN
fis-4833	436	18	is	be	AUX
fis-4833	436	19	calculated	calculate	VERB
fis-4833	436	20	as	as	ADP
fis-4833	436	21	1	1	NUM
fis-4833	436	22	.	.	PUNCT
fis-4833	437	1	the	the	DET
fis-4833	437	2	geometric	geometric	ADJ
fis-4833	437	3	reinforcement	reinforcement	NOUN
fis-4833	437	4	ratio	ratio	NOUN
fis-4833	437	5	(	(	PUNCT
fis-4833	437	6			NOUN
fis-4833	437	7	)	)	PUNCT
fis-4833	437	8	is	be	AUX
fis-4833	437	9	calculated	calculate	VERB
fis-4833	437	10	as	as	ADP
fis-4833	437	11	per	per	ADP
fis-4833	437	12	eqn	eqn	NOUN
fis-4833	437	13	.	.	PUNCT
fis-4833	437	14	11	11	NUM
fis-4833	437	15	for	for	ADP
fis-4833	437	16	the	the	DET
fis-4833	437	17	circular	circular	ADJ
fis-4833	437	18	section	section	NOUN
fis-4833	437	19	.	.	PUNCT
fis-4833	438	1	4	4	NUM
fis-4833	438	2	      	      	SPACE
fis-4833	438	3	s	s	PART
fis-4833	438	4	s	s	NOUN
fis-4833	438	5	s	s	PROPN
fis-4833	438	6	t	t	NOUN
fis-4833	438	7	b	b	PROPN
fis-4833	438	8	d	d	X
fis-4833	438	9	p	p	X
fis-4833	438	10			VERB
fis-4833	438	11			PROPN
fis-4833	438	12	c	c	PROPN
fis-4833	438	13	s.	s.	PROPN
fis-4833	438	14	d.	d.	PROPN
fis-4833	438	15	raiyani	raiyani	PROPN
fis-4833	438	16	et	et	PROPN
fis-4833	438	17	alii	alii	PROPN
fis-4833	438	18	,	,	PUNCT
fis-4833	438	19	frattura	frattura	PROPN
fis-4833	438	20	ed	ed	PROPN
fis-4833	438	21	integrità	integrità	PROPN
fis-4833	438	22	strutturale	strutturale	PROPN
fis-4833	438	23	,	,	PUNCT
fis-4833	438	24	69	69	NUM
fis-4833	438	25	(	(	PUNCT
fis-4833	438	26	2024	2024	NUM
fis-4833	438	27	)	)	PUNCT
fis-4833	438	28	71	71	NUM
fis-4833	438	29	-	-	SYM
fis-4833	438	30	88	88	NUM
fis-4833	438	31	;	;	PUNCT
fis-4833	438	32	doi	doi	NOUN
fis-4833	438	33	:	:	PUNCT
fis-4833	438	34	10.3221	10.3221	NUM
fis-4833	438	35	/	/	SYM
fis-4833	438	36	igf	igf	PROPN
fis-4833	438	37	-	-	NOUN
fis-4833	438	38	esis.69.06	esis.69.06	PROPN
fis-4833	438	39	88	88	NUM
fis-4833	438	40	sb	sb	NOUN
fis-4833	438	41	=	=	NOUN
fis-4833	438	42	height	height	NOUN
fis-4833	438	43	of	of	ADP
fis-4833	438	44	sswm	sswm	NOUN
fis-4833	438	45	strip	strip	NOUN
fis-4833	438	46	=	=	SYM
fis-4833	438	47	(	(	PUNCT
fis-4833	438	48	total	total	ADJ
fis-4833	438	49	height	height	NOUN
fis-4833	438	50	of	of	ADP
fis-4833	438	51	cylinder	cylinder	NOUN
fis-4833	438	52	–	–	PUNCT
fis-4833	438	53	spacing	space	VERB
fis-4833	438	54	between	between	ADP
fis-4833	438	55	sswm	sswm	NOUN
fis-4833	438	56	strip	strip	NOUN
fis-4833	438	57	)	)	PUNCT
fis-4833	439	1	/both	/both	PRON
fis-4833	439	2	ends	end	VERB
fis-4833	439	3	of	of	ADP
fis-4833	439	4	the	the	DET
fis-4833	439	5	cylinder	cylinder	NOUN
fis-4833	439	6	=	=	PUNCT
fis-4833	439	7	(	(	PUNCT
fis-4833	439	8	300	300	NUM
fis-4833	439	9	–	–	SYM
fis-4833	439	10	30)/2	30)/2	NUM
fis-4833	439	11	=	=	SYM
fis-4833	439	12	135	135	NUM
fis-4833	439	13	mm	mm	NOUN
fis-4833	439	14	sp	sp	ADP
fis-4833	439	15	=	=	ADJ
fis-4833	439	16	c	c	NOUN
fis-4833	439	17	/	/	SYM
fis-4833	439	18	c	c	NOUN
fis-4833	439	19	spacing	spacing	NOUN
fis-4833	439	20	of	of	ADP
fis-4833	439	21	sswm	sswm	NOUN
fis-4833	439	22	strip	strip	NOUN
fis-4833	439	23	=	=	SYM
fis-4833	439	24	  	  	SPACE
fis-4833	440	1	sb	sb	PROPN
fis-4833	440	2	+	+	NOUN
fis-4833	440	3	'	'	PUNCT
fis-4833	440	4	sp	sp	ADP
fis-4833	440	5	=	=	SYM
fis-4833	440	6	165	165	NUM
fis-4833	440	7	mm	mm	NOUN
fis-4833	440	8	4	4	NUM
fis-4833	440	9	  	  	SPACE
fis-4833	440	10	0.27	0.27	NUM
fis-4833	440	11	135	135	NUM
fis-4833	440	12	150	150	NUM
fis-4833	440	13	165	165	NUM
fis-4833	440	14			ADP
fis-4833	440	15			PROPN
fis-4833	440	16			PROPN
fis-4833	440	17			PROPN
fis-4833	441	1			PROPN
fis-4833	441	2			NOUN
fis-4833	442	1	=	=	NOUN
fis-4833	442	2	0.00589	0.00589	NUM
fis-4833	443	1	700.16	700.16	NUM
fis-4833	443	2	0.855	0.855	NUM
fis-4833	443	3	1	1	NUM
fis-4833	443	4	0.00589	0.00589	NUM
fis-4833	443	5	2	2	NUM
fis-4833	443	6	34.52nw	34.52nw	NUM
fis-4833	443	7			NOUN
fis-4833	443	8			PROPN
fis-4833	443	9			PROPN
fis-4833	443	10			PROPN
fis-4833	443	11			PROPN
fis-4833	443	12			NOUN
fis-4833	443	13	0.05107	0.05107	NUM
fis-4833	443	14	and	and	CCONJ
fis-4833	443	15	sswm	sswm	NOUN
fis-4833	443	16	confined	confine	VERB
fis-4833	443	17	compressive	compressive	ADJ
fis-4833	443	18	strength	strength	NOUN
fis-4833	443	19	of	of	ADP
fis-4833	443	20	the	the	DET
fis-4833	443	21	cylinder	cylinder	NOUN
fis-4833	443	22	can	can	AUX
fis-4833	443	23	be	be	AUX
fis-4833	443	24	calculated	calculate	VERB
fis-4833	443	25	as	as	ADP
fis-4833	443	26			NOUN
fis-4833	443	27			PROPN
fis-4833	443	28	'	'	PART
fis-4833	443	29	'	'	NUM
fis-4833	443	30	  	  	SPACE
fis-4833	443	31	1	1	NUM
fis-4833	443	32	3.6	3.6	NUM
fis-4833	443	33	 	 	SPACE
fis-4833	443	34	cc	cc	PROPN
fis-4833	443	35	c	c	PROPN
fis-4833	443	36	h	h	NOUN
fis-4833	444	1	nf	nf	INTJ
fis-4833	445	1	f	f	PROPN
fis-4833	445	2	k	k	NOUN
fis-4833	445	3	w	w	PROPN
fis-4833	445	4			PROPN
fis-4833	445	5			PROPN
fis-4833	445	6			PROPN
fis-4833	446	1			PROPN
fis-4833	446	2	34.52	34.52	NUM
fis-4833	446	3			NOUN
fis-4833	446	4	1	1	NOUN
fis-4833	446	5	3.6	3.6	NUM
fis-4833	446	6	1	1	NUM
fis-4833	446	7	0.05107	0.05107	NOUN
fis-4833	446	8			PROPN
fis-4833	446	9			PROPN
fis-4833	446	10			PROPN
fis-4833	446	11	=	=	PROPN
fis-4833	446	12	40.87	40.87	NUM
fis-4833	446	13	mpa	mpa	NOUN
fis-4833	446	14	.	.	PUNCT
fis-4833	447	1	%	%	NOUN
fis-4833	447	2	increase	increase	NOUN
fis-4833	447	3	in	in	ADP
fis-4833	447	4	strength	strength	NOUN
fis-4833	447	5	with	with	ADP
fis-4833	447	6	respect	respect	NOUN
fis-4833	447	7	to	to	ADP
fis-4833	447	8	unstrengthened	unstrengthened	ADJ
fis-4833	447	9	concrete	concrete	ADJ
fis-4833	447	10	cylinder	cylinder	NOUN
fis-4833	447	11	=	=	PUNCT
fis-4833	447	12	40.87	40.87	NUM
fis-4833	447	13	34.52	34.52	NUM
fis-4833	447	14	100	100	NUM
fis-4833	447	15	34.52	34.52	NUM
fis-4833	447	16			PROPN
fis-4833	447	17			NOUN
fis-4833	447	18	=	=	NOUN
fis-4833	447	19	18.38	18.38	NUM
fis-4833	447	20	%	%	NOUN
fis-4833	447	21	<	<	X
fis-4833	447	22	<	<	X
fis-4833	447	23	/ascii85encodepages	/ascii85encodepage	NOUN
fis-4833	447	24	false	false	ADJ
fis-4833	447	25	/allowtransparency	/allowtransparency	NOUN
fis-4833	447	26	false	false	ADJ
fis-4833	447	27	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-4833	447	28	true	true	ADJ
fis-4833	447	29	/autorotatepages	/autorotatepage	NOUN
fis-4833	447	30	/none	/none	PUNCT
fis-4833	447	31	/binding	/binding	PUNCT
fis-4833	448	1	/left	/left	ADJ
fis-4833	449	1	/calgrayprofile	/calgrayprofile	VERB
fis-4833	449	2	(	(	PUNCT
fis-4833	449	3	dot	dot	NOUN
fis-4833	449	4	gain	gain	NOUN
fis-4833	449	5	20	20	NUM
fis-4833	449	6	%	%	NOUN
fis-4833	449	7	)	)	PUNCT
fis-4833	449	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-4833	450	1	(	(	PUNCT
fis-4833	450	2	srgb	srgb	PROPN
fis-4833	450	3	iec61966	iec61966	NOUN
fis-4833	450	4	-	-	PUNCT
fis-4833	450	5	2.1	2.1	NUM
fis-4833	450	6	)	)	PUNCT
fis-4833	450	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-4833	451	1	(	(	PUNCT
fis-4833	451	2	u.s	u.s	PROPN
fis-4833	451	3	.	.	PROPN
fis-4833	451	4	web	web	NOUN
fis-4833	451	5	coated	coat	VERB
fis-4833	451	6	\050swop\051	\050swop\051	ADJ
fis-4833	451	7	v2	v2	NOUN
fis-4833	451	8	)	)	PUNCT
fis-4833	451	9	/srgbprofile	/srgbprofile	PUNCT
fis-4833	451	10	(	(	PUNCT
fis-4833	451	11	srgb	srgb	PROPN
fis-4833	451	12	iec61966	iec61966	NOUN
fis-4833	451	13	-	-	PUNCT
fis-4833	451	14	2.1	2.1	NUM
fis-4833	451	15	)	)	PUNCT
fis-4833	451	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-4833	452	1	/error	/error	INTJ
fis-4833	452	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-4833	453	1	1.4	1.4	NUM
fis-4833	453	2	/compressobjects	/compressobject	NOUN
fis-4833	453	3	/tags	/tag	VERB
fis-4833	453	4	/compresspages	/compresspage	NOUN
fis-4833	453	5	true	true	ADJ
fis-4833	453	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-4833	453	7	true	true	ADJ
fis-4833	453	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-4833	453	9	true	true	ADJ
fis-4833	453	10	/createjobticket	/createjobticket	NOUN
fis-4833	453	11	false	false	ADJ
fis-4833	453	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-4833	453	13	/default	/default	PUNCT
fis-4833	453	14	/detectblends	/detectblend	NOUN
fis-4833	453	15	true	true	ADJ
fis-4833	453	16	/detectcurves	/detectcurve	VERB
fis-4833	454	1	0.0000	0.0000	NUM
fis-4833	454	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-4833	454	3	/cmyk	/cmyk	PUNCT
fis-4833	455	1	/dothumbnails	/dothumbnail	VERB
fis-4833	456	1	false	false	ADJ
fis-4833	456	2	/embedallfonts	/embedallfont	NOUN
fis-4833	456	3	true	true	ADJ
fis-4833	456	4	/embedopentype	/embedopentype	PUNCT
fis-4833	456	5	false	false	ADJ
fis-4833	456	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-4833	456	7	true	true	ADJ
fis-4833	456	8	/embedjoboptions	/embedjoboption	NOUN
fis-4833	456	9	true	true	ADJ
fis-4833	456	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-4833	456	11	0	0	NUM
fis-4833	456	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-4833	456	13	false	false	ADJ
fis-4833	456	14	/endpage	/endpage	NOUN
fis-4833	456	15	-1	-1	NOUN
fis-4833	456	16	/imagememory	/imagememory	NUM
fis-4833	456	17	1048576	1048576	NUM
fis-4833	456	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-4833	456	19	false	false	ADJ
fis-4833	456	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-4833	456	21	100	100	NUM
fis-4833	456	22	/optimize	/optimize	NOUN
fis-4833	456	23	true	true	ADJ
fis-4833	456	24	/opm	/opm	NOUN
fis-4833	456	25	1	1	NUM
fis-4833	456	26	/parsedsccomments	/parsedsccomment	NOUN
fis-4833	456	27	true	true	ADJ
fis-4833	456	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-4833	456	29	true	true	ADJ
fis-4833	456	30	/preservecopypage	/preservecopypage	NOUN
fis-4833	456	31	true	true	ADJ
fis-4833	456	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-4833	456	33	true	true	ADJ
fis-4833	456	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-4833	456	35	true	true	ADJ
fis-4833	456	36	/preserveflatness	/preserveflatness	NOUN
fis-4833	456	37	true	true	ADJ
fis-4833	456	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-4833	456	39	false	false	ADJ
fis-4833	456	40	/preserveopicomments	/preserveopicomment	NOUN
fis-4833	456	41	true	true	ADJ
fis-4833	456	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-4833	456	43	true	true	ADJ
fis-4833	456	44	/startpage	/startpage	NOUN
fis-4833	456	45	1	1	NUM
fis-4833	456	46	/subsetfonts	/subsetfont	NOUN
fis-4833	456	47	true	true	ADJ
fis-4833	456	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-4833	456	49	/apply	/apply	PUNCT
fis-4833	456	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-4833	457	1	/preserve	/preserve	NOUN
fis-4833	457	2	/useprologue	/useprologue	NOUN
fis-4833	457	3	false	false	ADJ
fis-4833	457	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-4833	457	5	(	(	PUNCT
fis-4833	457	6	)	)	PUNCT
fis-4833	457	7	/alwaysembed	/alwaysembe	VERB
fis-4833	457	8	[	[	PUNCT
fis-4833	457	9	true	true	ADJ
fis-4833	457	10	]	]	PUNCT
fis-4833	457	11	/neverembed	/neverembed	PUNCT
fis-4833	458	1	[	[	PUNCT
fis-4833	458	2	true	true	ADJ
fis-4833	458	3	]	]	PUNCT
fis-4833	458	4	/antialiascolorimages	/antialiascolorimages	X
fis-4833	458	5	false	false	ADJ
fis-4833	458	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-4833	458	7	true	true	ADJ
fis-4833	458	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-4833	458	9	300	300	NUM
fis-4833	458	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-4833	458	11	/ok	/ok	ADJ
fis-4833	459	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-4833	460	1	true	true	ADJ
fis-4833	460	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-4833	460	3	/bicubic	/bicubic	NOUN
fis-4833	460	4	/colorimageresolution	/colorimageresolution	NOUN
fis-4833	461	1	300	300	NUM
fis-4833	461	2	/colorimagedepth	/colorimagedepth	PRON
fis-4833	461	3	-1	-1	INTJ
fis-4833	461	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-4833	461	5	1	1	NUM
fis-4833	461	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-4833	461	7	1.50000	1.50000	NUM
fis-4833	461	8	/encodecolorimages	/encodecolorimage	NOUN
fis-4833	461	9	true	true	ADJ
fis-4833	461	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-4833	461	11	/dctencode	/dctencode	PUNCT
fis-4833	462	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-4833	462	2	true	true	ADJ
fis-4833	462	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-4833	462	4	/jpeg	/jpeg	PUNCT
fis-4833	462	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-4833	463	1	<	<	X
fis-4833	463	2	<	<	X
fis-4833	463	3	/qfactor	/qfactor	NOUN
fis-4833	463	4	0.15	0.15	NUM
fis-4833	463	5	/hsamples	/hsample	NOUN
fis-4833	464	1	[	[	X
fis-4833	464	2	1	1	NUM
fis-4833	464	3	1	1	NUM
fis-4833	464	4	1	1	NUM
fis-4833	464	5	1	1	NUM
fis-4833	464	6	]	]	PUNCT
fis-4833	464	7	/vsamples	/vsample	NOUN
fis-4833	465	1	[	[	X
fis-4833	465	2	1	1	NUM
fis-4833	465	3	1	1	NUM
fis-4833	465	4	1	1	NUM
fis-4833	465	5	1	1	NUM
fis-4833	465	6	]	]	PUNCT
fis-4833	465	7	>	>	PUNCT
fis-4833	465	8	>	>	X
fis-4833	465	9	/colorimagedict	/colorimagedict	PUNCT
fis-4833	466	1	<	<	X
fis-4833	466	2	<	<	X
fis-4833	466	3	/qfactor	/qfactor	NOUN
fis-4833	466	4	0.15	0.15	NUM
fis-4833	466	5	/hsamples	/hsample	NOUN
fis-4833	467	1	[	[	X
fis-4833	467	2	1	1	NUM
fis-4833	467	3	1	1	NUM
fis-4833	467	4	1	1	NUM
fis-4833	467	5	1	1	NUM
fis-4833	467	6	]	]	PUNCT
fis-4833	467	7	/vsamples	/vsample	NOUN
fis-4833	468	1	[	[	X
fis-4833	468	2	1	1	NUM
fis-4833	468	3	1	1	NUM
fis-4833	468	4	1	1	NUM
fis-4833	468	5	1	1	NUM
fis-4833	468	6	]	]	PUNCT
fis-4833	468	7	>	>	PUNCT
fis-4833	468	8	>	>	X
fis-4833	468	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-4833	469	1	<	<	X
fis-4833	469	2	<	<	X
fis-4833	469	3	/tilewidth	/tilewidth	PUNCT
fis-4833	469	4	256	256	NUM
fis-4833	469	5	/tileheight	/tileheight	NUM
fis-4833	469	6	256	256	NUM
fis-4833	469	7	/quality	/quality	NOUN
fis-4833	469	8	30	30	NUM
fis-4833	469	9	>	>	PUNCT
fis-4833	469	10	>	>	X
fis-4833	469	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-4833	469	12	<	<	X
fis-4833	469	13	<	<	X
fis-4833	469	14	/tilewidth	/tilewidth	PUNCT
fis-4833	469	15	256	256	NUM
fis-4833	469	16	/tileheight	/tileheight	NUM
fis-4833	469	17	256	256	NUM
fis-4833	469	18	/quality	/quality	NOUN
fis-4833	469	19	30	30	NUM
fis-4833	469	20	>	>	PUNCT
fis-4833	469	21	>	>	X
fis-4833	469	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-4833	469	23	false	false	ADJ
fis-4833	469	24	/cropgrayimages	/cropgrayimage	NOUN
fis-4833	469	25	true	true	ADJ
fis-4833	469	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-4833	469	27	300	300	NUM
fis-4833	469	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-4833	469	29	/ok	/ok	ADJ
fis-4833	469	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-4833	470	1	true	true	ADJ
fis-4833	470	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-4833	470	3	/bicubic	/bicubic	NOUN
fis-4833	470	4	/grayimageresolution	/grayimageresolution	NOUN
fis-4833	470	5	300	300	NUM
fis-4833	470	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-4833	470	7	-1	-1	PUNCT
fis-4833	470	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-4833	471	1	2	2	NUM
fis-4833	471	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-4833	471	3	1.50000	1.50000	NUM
fis-4833	471	4	/encodegrayimages	/encodegrayimage	NOUN
fis-4833	471	5	true	true	ADJ
fis-4833	471	6	/grayimagefilter	/grayimagefilter	NOUN
fis-4833	471	7	/dctencode	/dctencode	PUNCT
fis-4833	472	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-4833	472	2	true	true	ADJ
fis-4833	472	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-4833	472	4	/jpeg	/jpeg	PUNCT
fis-4833	472	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-4833	473	1	<	<	X
fis-4833	473	2	<	<	X
fis-4833	473	3	/qfactor	/qfactor	NOUN
fis-4833	473	4	0.15	0.15	NUM
fis-4833	473	5	/hsamples	/hsample	NOUN
fis-4833	474	1	[	[	X
fis-4833	474	2	1	1	NUM
fis-4833	474	3	1	1	NUM
fis-4833	474	4	1	1	NUM
fis-4833	474	5	1	1	NUM
fis-4833	474	6	]	]	PUNCT
fis-4833	474	7	/vsamples	/vsample	NOUN
fis-4833	475	1	[	[	X
fis-4833	475	2	1	1	NUM
fis-4833	475	3	1	1	NUM
fis-4833	475	4	1	1	NUM
fis-4833	475	5	1	1	NUM
fis-4833	475	6	]	]	PUNCT
fis-4833	475	7	>	>	PUNCT
fis-4833	475	8	>	>	X
fis-4833	475	9	/grayimagedict	/grayimagedict	PUNCT
fis-4833	476	1	<	<	X
fis-4833	476	2	<	<	X
fis-4833	476	3	/qfactor	/qfactor	NOUN
fis-4833	476	4	0.15	0.15	NUM
fis-4833	476	5	/hsamples	/hsample	NOUN
fis-4833	477	1	[	[	X
fis-4833	477	2	1	1	NUM
fis-4833	477	3	1	1	NUM
fis-4833	477	4	1	1	NUM
fis-4833	477	5	1	1	NUM
fis-4833	477	6	]	]	PUNCT
fis-4833	477	7	/vsamples	/vsample	NOUN
fis-4833	478	1	[	[	X
fis-4833	478	2	1	1	NUM
fis-4833	478	3	1	1	NUM
fis-4833	478	4	1	1	NUM
fis-4833	478	5	1	1	NUM
fis-4833	478	6	]	]	PUNCT
fis-4833	478	7	>	>	X
fis-4833	478	8	>	>	X
fis-4833	478	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-4833	479	1	<	<	X
fis-4833	479	2	<	<	X
fis-4833	479	3	/tilewidth	/tilewidth	PUNCT
fis-4833	479	4	256	256	NUM
fis-4833	479	5	/tileheight	/tileheight	NUM
fis-4833	479	6	256	256	NUM
fis-4833	479	7	/quality	/quality	NOUN
fis-4833	479	8	30	30	NUM
fis-4833	479	9	>	>	PUNCT
fis-4833	479	10	>	>	X
fis-4833	479	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-4833	479	12	<	<	X
fis-4833	479	13	<	<	X
fis-4833	479	14	/tilewidth	/tilewidth	PUNCT
fis-4833	479	15	256	256	NUM
fis-4833	479	16	/tileheight	/tileheight	NUM
fis-4833	479	17	256	256	NUM
fis-4833	479	18	/quality	/quality	NOUN
fis-4833	479	19	30	30	NUM
fis-4833	479	20	>	>	PUNCT
fis-4833	479	21	>	>	X
fis-4833	479	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-4833	479	23	false	false	ADJ
fis-4833	479	24	/cropmonoimages	/cropmonoimage	NOUN
fis-4833	479	25	true	true	ADJ
fis-4833	479	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-4833	479	27	1200	1200	NUM
fis-4833	479	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-4833	480	1	/ok	/ok	PROPN
fis-4833	480	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-4833	481	1	true	true	ADJ
fis-4833	481	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-4833	481	3	/bicubic	/bicubic	NOUN
fis-4833	481	4	/monoimageresolution	/monoimageresolution	NOUN
fis-4833	481	5	1200	1200	NUM
fis-4833	481	6	/monoimagedepth	/monoimagedepth	PRON
fis-4833	481	7	-1	-1	PUNCT
fis-4833	482	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-4833	482	2	1.50000	1.50000	NUM
fis-4833	482	3	/encodemonoimages	/encodemonoimage	NOUN
fis-4833	482	4	true	true	ADJ
fis-4833	482	5	/monoimagefilter	/monoimagefilter	ADP
fis-4833	482	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-4833	482	7	/monoimagedict	/monoimagedict	PUNCT
fis-4833	483	1	<	<	X
fis-4833	483	2	<	<	X
fis-4833	483	3	/k	/k	PUNCT
fis-4833	483	4	-1	-1	INTJ
fis-4833	483	5	>	>	PUNCT
fis-4833	483	6	>	>	X
fis-4833	483	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-4833	483	8	false	false	ADJ
fis-4833	483	9	/checkcompliance	/checkcompliance	NOUN
fis-4833	483	10	[	[	PUNCT
fis-4833	483	11	/none	/none	X
fis-4833	483	12	]	]	PUNCT
fis-4833	483	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-4833	483	14	false	false	ADJ
fis-4833	483	15	/pdfx3check	/pdfx3check	PUNCT
fis-4833	483	16	false	false	ADJ
fis-4833	483	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-4833	483	18	false	false	ADJ
fis-4833	483	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-4833	483	20	true	true	ADJ
fis-4833	483	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-4833	483	22	[	[	PUNCT
fis-4833	483	23	0.00000	0.00000	NUM
fis-4833	483	24	0.00000	0.00000	NUM
fis-4833	483	25	0.00000	0.00000	NUM
fis-4833	483	26	0.00000	0.00000	NUM
fis-4833	483	27	]	]	PUNCT
fis-4833	483	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-4833	484	1	true	true	ADJ
fis-4833	484	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-4833	484	3	[	[	PUNCT
fis-4833	484	4	0.00000	0.00000	NUM
fis-4833	484	5	0.00000	0.00000	NUM
fis-4833	484	6	0.00000	0.00000	NUM
fis-4833	484	7	0.00000	0.00000	NUM
fis-4833	484	8	]	]	PUNCT
fis-4833	484	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-4833	485	1	(	(	PUNCT
fis-4833	485	2	)	)	PUNCT
fis-4833	485	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-4833	485	4	(	(	PUNCT
fis-4833	485	5	)	)	PUNCT
fis-4833	485	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-4833	485	7	(	(	PUNCT
fis-4833	485	8	)	)	PUNCT
fis-4833	485	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-4833	485	10	(	(	PUNCT
fis-4833	485	11	)	)	PUNCT
fis-4833	485	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-4833	485	13	/false	/false	INTJ
fis-4833	486	1	/createjdffile	/createjdffile	INTJ
fis-4833	486	2	false	false	ADJ
fis-4833	486	3	/description	/description	NOUN
fis-4833	487	1	<	<	X
fis-4833	487	2	<	<	X
fis-4833	487	3	/ara	/ara	PUNCT
fis-4833	487	4	<	<	X
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fis-4833	495	11	>	>	X
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fis-4833	505	3	>	>	X
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fis-4833	506	2	gebruik	gebruik	NOUN
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fis-4833	511	8	/suo	/suo	PROPN
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fis-4833	512	4	/sve	/sve	PROPN
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fis-4833	512	24	pdf	pdf	PROPN
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fis-4833	513	5	be	be	AUX
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fis-4833	513	8	acrobat	acrobat	PROPN
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fis-4833	513	10	adobe	adobe	PROPN
fis-4833	513	11	reader	reader	PROPN
fis-4833	513	12	5.0	5.0	NUM
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fis-4833	513	15	.	.	PUNCT
fis-4833	513	16	)	)	PUNCT
fis-4833	514	1	>	>	PUNCT
fis-4833	514	2	>	>	X
fis-4833	514	3	/namespace	/namespace	PUNCT
fis-4833	515	1	[	[	PUNCT
fis-4833	515	2	(	(	PUNCT
fis-4833	515	3	adobe	adobe	PROPN
fis-4833	515	4	)	)	PUNCT
fis-4833	515	5	(	(	PUNCT
fis-4833	515	6	common	common	ADJ
fis-4833	515	7	)	)	PUNCT
fis-4833	515	8	(	(	PUNCT
fis-4833	515	9	1.0	1.0	NUM
fis-4833	515	10	)	)	PUNCT
fis-4833	515	11	]	]	PUNCT
fis-4833	516	1	/othernamespaces	/othernamespace	VERB
fis-4833	516	2	[	[	PUNCT
fis-4833	516	3	<	<	X
fis-4833	516	4	<	<	X
fis-4833	516	5	/asreaderspreads	/asreaderspreads	X
fis-4833	516	6	false	false	ADJ
fis-4833	516	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-4833	516	8	true	true	ADJ
fis-4833	516	9	/errorcontrol	/errorcontrol	NOUN
fis-4833	517	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-4833	517	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-4833	517	3	false	false	ADJ
fis-4833	517	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-4833	517	5	false	false	ADJ
fis-4833	517	6	/includenonprinting	/includenonprinting	NOUN
fis-4833	517	7	false	false	ADJ
fis-4833	517	8	/includeslug	/includeslug	INTJ
fis-4833	517	9	false	false	ADJ
fis-4833	517	10	/namespace	/namespace	NOUN
fis-4833	518	1	[	[	PUNCT
fis-4833	518	2	(	(	PUNCT
fis-4833	518	3	adobe	adobe	PROPN
fis-4833	518	4	)	)	PUNCT
fis-4833	518	5	(	(	PUNCT
fis-4833	518	6	indesign	indesign	NOUN
fis-4833	518	7	)	)	PUNCT
fis-4833	518	8	(	(	PUNCT
fis-4833	518	9	4.0	4.0	NUM
fis-4833	518	10	)	)	PUNCT
fis-4833	518	11	]	]	PUNCT
fis-4833	518	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-4833	519	1	false	false	ADJ
fis-4833	519	2	/omitplacedeps	/omitplacedeps	INTJ
fis-4833	519	3	false	false	ADJ
fis-4833	519	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-4833	519	5	false	false	ADJ
fis-4833	519	6	/simulateoverprint	/simulateoverprint	NOUN
fis-4833	519	7	/legacy	/legacy	PUNCT
fis-4833	520	1	>	>	PUNCT
fis-4833	520	2	>	>	X
fis-4833	521	1	<	<	X
fis-4833	521	2	<	<	X
fis-4833	521	3	/addbleedmarks	/addbleedmarks	X
fis-4833	521	4	false	false	ADJ
fis-4833	521	5	/addcolorbars	/addcolorbars	INTJ
fis-4833	521	6	false	false	ADJ
fis-4833	521	7	/addcropmarks	/addcropmarks	PUNCT
fis-4833	521	8	false	false	ADJ
fis-4833	521	9	/addpageinfo	/addpageinfo	INTJ
fis-4833	521	10	false	false	ADJ
fis-4833	521	11	/addregmarks	/addregmark	NOUN
fis-4833	521	12	false	false	ADJ
fis-4833	521	13	/convertcolors	/convertcolor	NOUN
fis-4833	521	14	/converttocmyk	/converttocmyk	INTJ
fis-4833	521	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-4833	521	16	(	(	PUNCT
fis-4833	521	17	)	)	PUNCT
fis-4833	521	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-4833	521	19	/documentcmyk	/documentcmyk	PUNCT
fis-4833	521	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-4833	521	21	true	true	ADJ
fis-4833	521	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-4833	522	1	<	<	X
fis-4833	522	2	<	<	X
fis-4833	522	3	/presetselector	/presetselector	X
fis-4833	522	4	/mediumresolution	/mediumresolution	NOUN
fis-4833	522	5	>	>	PUNCT
fis-4833	522	6	>	>	X
fis-4833	522	7	/formelements	/formelement	NOUN
fis-4833	523	1	false	false	ADJ
fis-4833	523	2	/generatestructure	/generatestructure	PUNCT
fis-4833	523	3	false	false	ADJ
fis-4833	523	4	/includebookmarks	/includebookmark	NOUN
fis-4833	523	5	false	false	ADJ
fis-4833	523	6	/includehyperlinks	/includehyperlinks	INTJ
fis-4833	523	7	false	false	ADJ
fis-4833	523	8	/includeinteractive	/includeinteractive	ADJ
fis-4833	523	9	false	false	ADJ
fis-4833	523	10	/includelayers	/includelayer	NOUN
fis-4833	523	11	false	false	ADJ
fis-4833	523	12	/includeprofiles	/includeprofiles	INTJ
fis-4833	523	13	false	false	ADJ
fis-4833	523	14	/multimediahandling	/multimediahandling	NOUN
fis-4833	524	1	/useobjectsettings	/useobjectsettings	PRON
fis-4833	525	1	/namespace	/namespace	PUNCT
fis-4833	526	1	[	[	PUNCT
fis-4833	526	2	(	(	PUNCT
fis-4833	526	3	adobe	adobe	PROPN
fis-4833	526	4	)	)	PUNCT
fis-4833	526	5	(	(	PUNCT
fis-4833	526	6	creativesuite	creativesuite	NOUN
fis-4833	526	7	)	)	PUNCT
fis-4833	526	8	(	(	PUNCT
fis-4833	526	9	2.0	2.0	NUM
fis-4833	526	10	)	)	PUNCT
fis-4833	526	11	]	]	PUNCT
fis-4833	527	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-4833	527	2	/documentcmyk	/documentcmyk	PUNCT
fis-4833	528	1	/preserveediting	/preserveedite	VERB
fis-4833	528	2	true	true	ADJ
fis-4833	528	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-4833	528	4	/leaveuntagged	/leaveuntagge	VERB
fis-4833	528	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-4833	528	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-4833	528	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-4833	529	1	false	false	ADJ
fis-4833	529	2	>	>	PUNCT
fis-4833	529	3	>	>	X
fis-4833	529	4	]	]	PUNCT
fis-4833	529	5	>	>	PUNCT
fis-4833	529	6	>	>	X
fis-4833	529	7	setdistillerparams	setdistillerparam	NOUN
fis-4833	530	1	<	<	X
fis-4833	530	2	<	<	X
fis-4833	530	3	/hwresolution	/hwresolution	NOUN
fis-4833	531	1	[	[	X
fis-4833	531	2	2400	2400	NUM
fis-4833	531	3	2400	2400	NUM
fis-4833	531	4	]	]	PUNCT
fis-4833	531	5	/pagesize	/pagesize	X
fis-4833	532	1	[	[	X
fis-4833	532	2	612.000	612.000	NUM
fis-4833	532	3	792.000	792.000	NUM
fis-4833	532	4	]	]	PUNCT
fis-4833	532	5	>	>	PUNCT
fis-4833	532	6	>	>	X
fis-4833	532	7	setpagedevice	setpagedevice	PROPN