id	sid	tid	token	lemma	pos
fis-3072	1	1	microsoft	microsoft	PROPN
fis-3072	1	2	word	word	PROPN
fis-3072	1	3	numero_57_art_23_3072	numero_57_art_23_3072	PROPN
fis-3072	1	4	m.	m.	PROPN
fis-3072	1	5	słowik	słowik	PROPN
fis-3072	1	6	,	,	PUNCT
fis-3072	1	7	frattura	frattura	PROPN
fis-3072	1	8	ed	ed	PROPN
fis-3072	1	9	integrità	integrità	PROPN
fis-3072	1	10	strutturale	strutturale	PROPN
fis-3072	1	11	,	,	PUNCT
fis-3072	1	12	57	57	NUM
fis-3072	1	13	(	(	PUNCT
fis-3072	1	14	2021	2021	NUM
fis-3072	1	15	)	)	PUNCT
fis-3072	1	16	321	321	NUM
fis-3072	1	17	-	-	SYM
fis-3072	1	18	330	330	NUM
fis-3072	1	19	;	;	PUNCT
fis-3072	1	20	doi	doi	NOUN
fis-3072	1	21	:	:	PUNCT
fis-3072	1	22	10.3221	10.3221	NUM
fis-3072	1	23	/	/	SYM
fis-3072	1	24	igf	igf	PROPN
fis-3072	1	25	-	-	ADJ
fis-3072	1	26	esis.57.23	esis.57.23	PROPN
fis-3072	1	27	321	321	NUM
fis-3072	1	28	analysis	analysis	NOUN
fis-3072	1	29	of	of	ADP
fis-3072	1	30	fracture	fracture	NOUN
fis-3072	1	31	processes	process	NOUN
fis-3072	1	32	in	in	ADP
fis-3072	1	33	reinforced	reinforce	VERB
fis-3072	1	34	concrete	concrete	ADJ
fis-3072	1	35	beams	beam	NOUN
fis-3072	1	36	without	without	ADP
fis-3072	1	37	stirrups	stirrup	NOUN
fis-3072	1	38	m.	m.	NOUN
fis-3072	1	39	słowik	słowik	PROPN
fis-3072	1	40	lublin	lublin	PROPN
fis-3072	1	41	university	university	PROPN
fis-3072	1	42	of	of	ADP
fis-3072	1	43	technology	technology	PROPN
fis-3072	1	44	,	,	PUNCT
fis-3072	1	45	poland	poland	PROPN
fis-3072	1	46	m.slowik@pollub.pl	m.slowik@pollub.pl	PROPN
fis-3072	1	47	,	,	PUNCT
fis-3072	1	48	http://orcid.org/0000-0001-9627-3625	http://orcid.org/0000-0001-9627-3625	PROPN
fis-3072	1	49	abstract	abstract	NOUN
fis-3072	1	50	.	.	PUNCT
fis-3072	2	1	the	the	DET
fis-3072	2	2	analysis	analysis	NOUN
fis-3072	2	3	of	of	ADP
fis-3072	2	4	fracture	fracture	NOUN
fis-3072	2	5	processes	process	NOUN
fis-3072	2	6	which	which	PRON
fis-3072	2	7	led	lead	VERB
fis-3072	2	8	to	to	ADP
fis-3072	2	9	shear	shear	ADJ
fis-3072	2	10	failure	failure	NOUN
fis-3072	2	11	in	in	ADP
fis-3072	2	12	reinforced	reinforce	VERB
fis-3072	2	13	concrete	concrete	ADJ
fis-3072	2	14	beams	beam	NOUN
fis-3072	2	15	without	without	ADP
fis-3072	2	16	transverse	transverse	NOUN
fis-3072	2	17	reinforcement	reinforcement	NOUN
fis-3072	2	18	was	be	AUX
fis-3072	2	19	performed	perform	VERB
fis-3072	2	20	on	on	ADP
fis-3072	2	21	the	the	DET
fis-3072	2	22	basis	basis	NOUN
fis-3072	2	23	of	of	ADP
fis-3072	2	24	test	test	NOUN
fis-3072	2	25	results	result	NOUN
fis-3072	2	26	from	from	ADP
fis-3072	2	27	the	the	DET
fis-3072	2	28	author	author	NOUN
fis-3072	2	29	’s	’s	PART
fis-3072	2	30	own	own	ADJ
fis-3072	2	31	experimental	experimental	ADJ
fis-3072	2	32	investigation	investigation	NOUN
fis-3072	2	33	and	and	CCONJ
fis-3072	2	34	numerical	numerical	ADJ
fis-3072	2	35	simulations	simulation	NOUN
fis-3072	2	36	.	.	PUNCT
fis-3072	3	1	the	the	DET
fis-3072	3	2	variable	variable	ADJ
fis-3072	3	3	parameters	parameter	NOUN
fis-3072	3	4	during	during	ADP
fis-3072	3	5	the	the	DET
fis-3072	3	6	experiment	experiment	NOUN
fis-3072	3	7	were	be	AUX
fis-3072	3	8	a	a	DET
fis-3072	3	9	beam	beam	NOUN
fis-3072	3	10	’s	’s	PART
fis-3072	3	11	length	length	NOUN
fis-3072	3	12	and	and	CCONJ
fis-3072	3	13	a	a	DET
fis-3072	3	14	shear	shear	NOUN
fis-3072	3	15	span	span	NOUN
fis-3072	3	16	.	.	PUNCT
fis-3072	4	1	it	it	PRON
fis-3072	4	2	was	be	AUX
fis-3072	4	3	observed	observe	VERB
fis-3072	4	4	that	that	SCONJ
fis-3072	4	5	the	the	DET
fis-3072	4	6	character	character	NOUN
fis-3072	4	7	of	of	ADP
fis-3072	4	8	failure	failure	NOUN
fis-3072	4	9	in	in	ADP
fis-3072	4	10	the	the	DET
fis-3072	4	11	beams	beam	NOUN
fis-3072	4	12	depended	depend	VERB
fis-3072	4	13	on	on	ADP
fis-3072	4	14	the	the	DET
fis-3072	4	15	beam	beam	NOUN
fis-3072	4	16	’s	’s	PART
fis-3072	4	17	length	length	NOUN
fis-3072	4	18	and	and	CCONJ
fis-3072	4	19	the	the	DET
fis-3072	4	20	span	span	NOUN
fis-3072	4	21	-	-	PUNCT
fis-3072	4	22	to	to	ADP
fis-3072	4	23	-	-	PUNCT
fis-3072	4	24	depth	depth	NOUN
fis-3072	4	25	ratio	ratio	NOUN
fis-3072	4	26	.	.	PUNCT
fis-3072	5	1	in	in	ADP
fis-3072	5	2	slender	slender	ADJ
fis-3072	5	3	beams	beam	NOUN
fis-3072	5	4	characterized	characterize	VERB
fis-3072	5	5	by	by	ADP
fis-3072	5	6	the	the	DET
fis-3072	5	7	shear	shear	NOUN
fis-3072	5	8	span	span	NOUN
fis-3072	5	9	-	-	PUNCT
fis-3072	5	10	to	to	ADP
fis-3072	5	11	-	-	PUNCT
fis-3072	5	12	depth	depth	NOUN
fis-3072	5	13	ratio	ratio	NOUN
fis-3072	5	14	3.4	3.4	NUM
fis-3072	5	15	and	and	CCONJ
fis-3072	5	16	4.1	4.1	NUM
fis-3072	5	17	,	,	PUNCT
fis-3072	5	18	the	the	DET
fis-3072	5	19	formation	formation	NOUN
fis-3072	5	20	of	of	ADP
fis-3072	5	21	the	the	DET
fis-3072	5	22	critical	critical	ADJ
fis-3072	5	23	diagonal	diagonal	ADJ
fis-3072	5	24	crack	crack	NOUN
fis-3072	5	25	caused	cause	VERB
fis-3072	5	26	a	a	DET
fis-3072	5	27	brittle	brittle	ADJ
fis-3072	5	28	,	,	PUNCT
fis-3072	5	29	sudden	sudden	ADJ
fis-3072	5	30	failure	failure	NOUN
fis-3072	5	31	and	and	CCONJ
fis-3072	5	32	the	the	DET
fis-3072	5	33	shear	shear	NOUN
fis-3072	5	34	capacity	capacity	NOUN
fis-3072	5	35	was	be	AUX
fis-3072	5	36	low	low	ADJ
fis-3072	5	37	.	.	PUNCT
fis-3072	6	1	in	in	ADP
fis-3072	6	2	short	short	ADJ
fis-3072	6	3	beams	beam	NOUN
fis-3072	6	4	,	,	PUNCT
fis-3072	6	5	when	when	SCONJ
fis-3072	6	6	the	the	DET
fis-3072	6	7	shear	shear	NOUN
fis-3072	6	8	span	span	NOUN
fis-3072	6	9	-	-	PUNCT
fis-3072	6	10	to	to	ADP
fis-3072	6	11	-	-	PUNCT
fis-3072	6	12	depth	depth	NOUN
fis-3072	6	13	ratio	ratio	NOUN
fis-3072	6	14	was	be	AUX
fis-3072	6	15	1.8	1.8	NUM
fis-3072	6	16	and	and	CCONJ
fis-3072	6	17	2.3	2.3	NUM
fis-3072	6	18	,	,	PUNCT
fis-3072	6	19	the	the	DET
fis-3072	6	20	failure	failure	NOUN
fis-3072	6	21	process	process	NOUN
fis-3072	6	22	had	have	VERB
fis-3072	6	23	a	a	DET
fis-3072	6	24	more	more	ADV
fis-3072	6	25	stable	stable	ADJ
fis-3072	6	26	character	character	NOUN
fis-3072	6	27	with	with	ADP
fis-3072	6	28	a	a	DET
fis-3072	6	29	slow	slow	ADJ
fis-3072	6	30	developing	developing	NOUN
fis-3072	6	31	of	of	ADP
fis-3072	6	32	inclined	inclined	ADJ
fis-3072	6	33	cracks	crack	NOUN
fis-3072	6	34	and	and	CCONJ
fis-3072	6	35	the	the	DET
fis-3072	6	36	significantly	significantly	ADV
fis-3072	6	37	higher	high	ADJ
fis-3072	6	38	load	load	NOUN
fis-3072	6	39	capacity	capacity	NOUN
fis-3072	6	40	was	be	AUX
fis-3072	6	41	reached	reach	VERB
fis-3072	6	42	.	.	PUNCT
fis-3072	7	1	the	the	DET
fis-3072	7	2	activation	activation	NOUN
fis-3072	7	3	of	of	ADP
fis-3072	7	4	various	various	ADJ
fis-3072	7	5	shear	shear	NOUN
fis-3072	7	6	transfer	transfer	NOUN
fis-3072	7	7	mechanisms	mechanism	NOUN
fis-3072	7	8	was	be	AUX
fis-3072	7	9	examined	examine	VERB
fis-3072	7	10	with	with	ADP
fis-3072	7	11	regard	regard	NOUN
fis-3072	7	12	to	to	ADP
fis-3072	7	13	the	the	DET
fis-3072	7	14	slenderness	slenderness	NOUN
fis-3072	7	15	of	of	ADP
fis-3072	7	16	the	the	DET
fis-3072	7	17	member	member	NOUN
fis-3072	7	18	and	and	CCONJ
fis-3072	7	19	the	the	DET
fis-3072	7	20	transition	transition	NOUN
fis-3072	7	21	between	between	ADP
fis-3072	7	22	a	a	DET
fis-3072	7	23	beam	beam	NOUN
fis-3072	7	24	action	action	NOUN
fis-3072	7	25	which	which	PRON
fis-3072	7	26	took	take	VERB
fis-3072	7	27	place	place	NOUN
fis-3072	7	28	in	in	ADP
fis-3072	7	29	slender	slender	ADJ
fis-3072	7	30	beams	beam	NOUN
fis-3072	7	31	to	to	ADP
fis-3072	7	32	an	an	DET
fis-3072	7	33	arch	arch	ADJ
fis-3072	7	34	action	action	NOUN
fis-3072	7	35	which	which	PRON
fis-3072	7	36	predominated	predominate	VERB
fis-3072	7	37	in	in	ADP
fis-3072	7	38	short	short	ADJ
fis-3072	7	39	beams	beam	NOUN
fis-3072	7	40	was	be	AUX
fis-3072	7	41	described	describe	VERB
fis-3072	7	42	.	.	PUNCT
fis-3072	8	1	keywords	keyword	NOUN
fis-3072	8	2	.	.	PUNCT
fis-3072	9	1	fracture	fracture	NOUN
fis-3072	9	2	process	process	NOUN
fis-3072	9	3	;	;	PUNCT
fis-3072	9	4	reinforced	reinforce	VERB
fis-3072	9	5	concrete	concrete	NOUN
fis-3072	9	6	;	;	PUNCT
fis-3072	9	7	shear	shear	ADJ
fis-3072	9	8	failure	failure	NOUN
fis-3072	9	9	.	.	PUNCT
fis-3072	10	1	citation	citation	NOUN
fis-3072	10	2	:	:	PUNCT
fis-3072	10	3	słowik	słowik	PROPN
fis-3072	10	4	m.	m.	NOUN
fis-3072	10	5	,	,	PUNCT
fis-3072	10	6	analysis	analysis	NOUN
fis-3072	10	7	of	of	ADP
fis-3072	10	8	fracture	fracture	NOUN
fis-3072	10	9	processes	process	NOUN
fis-3072	10	10	in	in	ADP
fis-3072	10	11	reinforced	reinforce	VERB
fis-3072	10	12	concrete	concrete	ADJ
fis-3072	10	13	beams	beam	NOUN
fis-3072	10	14	without	without	ADP
fis-3072	10	15	stirrups	stirrup	NOUN
fis-3072	10	16	,	,	PUNCT
fis-3072	10	17	frattura	frattura	PROPN
fis-3072	10	18	ed	ed	PROPN
fis-3072	10	19	integrità	integrità	PROPN
fis-3072	10	20	strutturale	strutturale	PROPN
fis-3072	10	21	,	,	PUNCT
fis-3072	10	22	57	57	NUM
fis-3072	10	23	(	(	PUNCT
fis-3072	10	24	2021	2021	NUM
fis-3072	10	25	)	)	PUNCT
fis-3072	10	26	321	321	NUM
fis-3072	10	27	-	-	SYM
fis-3072	10	28	330	330	NUM
fis-3072	10	29	.	.	PUNCT
fis-3072	10	30	received	receive	VERB
fis-3072	10	31	:	:	PUNCT
fis-3072	10	32	14.04.2021	14.04.2021	NUM
fis-3072	10	33	accepted	accept	VERB
fis-3072	10	34	:	:	PUNCT
fis-3072	10	35	14.06.2021	14.06.2021	NUM
fis-3072	10	36	published	publish	VERB
fis-3072	10	37	:	:	PUNCT
fis-3072	10	38	01.07.2021	01.07.2021	NUM
fis-3072	11	1	copyright	copyright	NOUN
fis-3072	11	2	:	:	PUNCT
fis-3072	11	3	©	©	PROPN
fis-3072	11	4	2021	2021	NUM
fis-3072	11	5	this	this	PRON
fis-3072	11	6	is	be	AUX
fis-3072	11	7	an	an	DET
fis-3072	11	8	open	open	ADJ
fis-3072	11	9	access	access	NOUN
fis-3072	11	10	article	article	NOUN
fis-3072	11	11	under	under	ADP
fis-3072	11	12	the	the	DET
fis-3072	11	13	terms	term	NOUN
fis-3072	11	14	of	of	ADP
fis-3072	11	15	the	the	DET
fis-3072	11	16	cc	cc	NOUN
fis-3072	11	17	-	-	PUNCT
fis-3072	11	18	by	by	ADP
fis-3072	11	19	4.0	4.0	NUM
fis-3072	11	20	,	,	PUNCT
fis-3072	11	21	which	which	PRON
fis-3072	11	22	permits	permit	VERB
fis-3072	11	23	unrestricted	unrestricted	ADJ
fis-3072	11	24	use	use	NOUN
fis-3072	11	25	,	,	PUNCT
fis-3072	11	26	distribution	distribution	NOUN
fis-3072	11	27	,	,	PUNCT
fis-3072	11	28	and	and	CCONJ
fis-3072	11	29	reproduction	reproduction	NOUN
fis-3072	11	30	in	in	ADP
fis-3072	11	31	any	any	DET
fis-3072	11	32	medium	medium	NOUN
fis-3072	11	33	,	,	PUNCT
fis-3072	11	34	provided	provide	VERB
fis-3072	11	35	the	the	DET
fis-3072	11	36	original	original	ADJ
fis-3072	11	37	author	author	NOUN
fis-3072	11	38	and	and	CCONJ
fis-3072	11	39	source	source	NOUN
fis-3072	11	40	are	be	AUX
fis-3072	11	41	credited	credit	VERB
fis-3072	11	42	.	.	PUNCT
fis-3072	12	1	introduction	introduction	NOUN
fis-3072	12	2	everal	everal	ADJ
fis-3072	12	3	scientific	scientific	ADJ
fis-3072	12	4	works	work	NOUN
fis-3072	12	5	on	on	ADP
fis-3072	12	6	shear	shear	NOUN
fis-3072	12	7	capacity	capacity	NOUN
fis-3072	12	8	of	of	ADP
fis-3072	12	9	structural	structural	ADJ
fis-3072	12	10	concrete	concrete	ADJ
fis-3072	12	11	members	member	NOUN
fis-3072	12	12	were	be	AUX
fis-3072	12	13	conducted	conduct	VERB
fis-3072	12	14	all	all	ADV
fis-3072	12	15	around	around	ADP
fis-3072	12	16	the	the	DET
fis-3072	12	17	world	world	NOUN
fis-3072	12	18	.	.	PUNCT
fis-3072	13	1	the	the	DET
fis-3072	13	2	shear	shear	NOUN
fis-3072	13	3	transfer	transfer	NOUN
fis-3072	13	4	model	model	NOUN
fis-3072	13	5	for	for	ADP
fis-3072	13	6	reinforced	reinforce	VERB
fis-3072	13	7	concrete	concrete	ADJ
fis-3072	13	8	members	member	NOUN
fis-3072	13	9	with	with	ADP
fis-3072	13	10	transverse	transverse	NOUN
fis-3072	13	11	reinforcement	reinforcement	NOUN
fis-3072	13	12	is	be	AUX
fis-3072	13	13	well	well	ADV
fis-3072	13	14	recognized	recognize	VERB
fis-3072	13	15	for	for	ADP
fis-3072	13	16	static	static	ADJ
fis-3072	13	17	loading	loading	NOUN
fis-3072	13	18	and	and	CCONJ
fis-3072	13	19	some	some	DET
fis-3072	13	20	new	new	ADJ
fis-3072	13	21	researches	research	NOUN
fis-3072	13	22	are	be	AUX
fis-3072	13	23	carried	carry	VERB
fis-3072	13	24	out	out	ADP
fis-3072	13	25	according	accord	VERB
fis-3072	13	26	to	to	ADP
fis-3072	13	27	impact	impact	NOUN
fis-3072	13	28	loading	loading	NOUN
fis-3072	13	29	,	,	PUNCT
fis-3072	13	30	for	for	ADP
fis-3072	13	31	instance	instance	NOUN
fis-3072	14	1	[	[	X
fis-3072	14	2	1	1	NUM
fis-3072	14	3	]	]	PUNCT
fis-3072	14	4	.	.	PUNCT
fis-3072	15	1	nevertheless	nevertheless	ADV
fis-3072	15	2	,	,	PUNCT
fis-3072	15	3	there	there	PRON
fis-3072	15	4	is	be	VERB
fis-3072	15	5	still	still	ADV
fis-3072	15	6	no	no	DET
fis-3072	15	7	consensus	consensus	NOUN
fis-3072	15	8	on	on	ADP
fis-3072	15	9	the	the	DET
fis-3072	15	10	general	general	ADJ
fis-3072	15	11	theory	theory	NOUN
fis-3072	15	12	for	for	ADP
fis-3072	15	13	a	a	DET
fis-3072	15	14	rational	rational	ADJ
fis-3072	15	15	shear	shear	NOUN
fis-3072	15	16	design	design	NOUN
fis-3072	15	17	of	of	ADP
fis-3072	15	18	reinforced	reinforce	VERB
fis-3072	15	19	concrete	concrete	ADJ
fis-3072	15	20	members	member	NOUN
fis-3072	15	21	without	without	ADP
fis-3072	15	22	transverse	transverse	NOUN
fis-3072	15	23	reinforcement	reinforcement	NOUN
fis-3072	15	24	although	although	SCONJ
fis-3072	15	25	numerous	numerous	ADJ
fis-3072	15	26	experimental	experimental	ADJ
fis-3072	15	27	investigations	investigation	NOUN
fis-3072	15	28	have	have	AUX
fis-3072	15	29	been	be	AUX
fis-3072	15	30	dedicated	dedicate	VERB
fis-3072	15	31	to	to	ADP
fis-3072	15	32	beams	beam	NOUN
fis-3072	15	33	without	without	ADP
fis-3072	15	34	stirrups	stirrup	NOUN
fis-3072	15	35	.	.	PUNCT
fis-3072	16	1	one	one	NUM
fis-3072	16	2	of	of	ADP
fis-3072	16	3	the	the	DET
fis-3072	16	4	first	first	ADJ
fis-3072	16	5	broad	broad	ADJ
fis-3072	16	6	-	-	PUNCT
fis-3072	16	7	scale	scale	NOUN
fis-3072	16	8	test	test	NOUN
fis-3072	16	9	results	result	NOUN
fis-3072	16	10	were	be	AUX
fis-3072	16	11	reported	report	VERB
fis-3072	16	12	in	in	ADP
fis-3072	16	13	the	the	DET
fis-3072	16	14	middle	middle	NOUN
fis-3072	16	15	of	of	ADP
fis-3072	16	16	the	the	DET
fis-3072	16	17	20th	20th	ADJ
fis-3072	16	18	century	century	NOUN
fis-3072	16	19	by	by	ADP
fis-3072	16	20	leonhardt	leonhardt	PROPN
fis-3072	16	21	and	and	CCONJ
fis-3072	16	22	walther	walther	NOUN
fis-3072	16	23	[	[	X
fis-3072	16	24	2	2	NUM
fis-3072	16	25	]	]	PUNCT
fis-3072	16	26	,	,	PUNCT
fis-3072	16	27	and	and	CCONJ
fis-3072	16	28	kani	kani	VERB
fis-3072	17	1	[	[	X
fis-3072	17	2	3	3	NUM
fis-3072	17	3	]	]	PUNCT
fis-3072	17	4	.	.	PUNCT
fis-3072	18	1	then	then	ADV
fis-3072	18	2	experiments	experiment	NOUN
fis-3072	18	3	were	be	AUX
fis-3072	18	4	being	be	AUX
fis-3072	18	5	continued	continue	VERB
fis-3072	18	6	and	and	CCONJ
fis-3072	18	7	an	an	DET
fis-3072	18	8	effort	effort	NOUN
fis-3072	18	9	was	be	AUX
fis-3072	18	10	being	be	AUX
fis-3072	18	11	undertook	undertake	VERB
fis-3072	18	12	to	to	PART
fis-3072	18	13	improve	improve	VERB
fis-3072	18	14	the	the	DET
fis-3072	18	15	understanding	understanding	NOUN
fis-3072	18	16	of	of	ADP
fis-3072	18	17	a	a	DET
fis-3072	18	18	load	load	NOUN
fis-3072	18	19	transfer	transfer	NOUN
fis-3072	18	20	in	in	ADP
fis-3072	18	21	reinforced	reinforce	VERB
fis-3072	18	22	concrete	concrete	ADJ
fis-3072	18	23	members	member	NOUN
fis-3072	18	24	due	due	ADJ
fis-3072	18	25	to	to	ADP
fis-3072	18	26	shear	shear	NOUN
fis-3072	18	27	forces	force	NOUN
fis-3072	18	28	,	,	PUNCT
fis-3072	18	29	for	for	ADP
fis-3072	18	30	example	example	NOUN
fis-3072	18	31	[	[	X
fis-3072	18	32	4	4	NUM
fis-3072	18	33	-	-	SYM
fis-3072	18	34	10	10	NUM
fis-3072	18	35	]	]	PUNCT
fis-3072	18	36	.	.	PUNCT
fis-3072	19	1	despite	despite	SCONJ
fis-3072	19	2	these	these	DET
fis-3072	19	3	works	work	NOUN
fis-3072	19	4	,	,	PUNCT
fis-3072	19	5	the	the	DET
fis-3072	19	6	shear	shear	NOUN
fis-3072	19	7	capacity	capacity	NOUN
fis-3072	19	8	for	for	ADP
fis-3072	19	9	members	member	NOUN
fis-3072	19	10	without	without	ADP
fis-3072	19	11	transverse	transverse	NOUN
fis-3072	19	12	reinforcement	reinforcement	NOUN
fis-3072	19	13	is	be	AUX
fis-3072	19	14	often	often	ADV
fis-3072	19	15	calculated	calculate	VERB
fis-3072	19	16	on	on	ADP
fis-3072	19	17	the	the	DET
fis-3072	19	18	basis	basis	NOUN
fis-3072	19	19	of	of	ADP
fis-3072	19	20	empirical	empirical	ADJ
fis-3072	19	21	formulas	formula	NOUN
fis-3072	19	22	(	(	PUNCT
fis-3072	19	23	for	for	ADP
fis-3072	19	24	example	example	NOUN
fis-3072	19	25	like	like	ADP
fis-3072	19	26	in	in	ADP
fis-3072	19	27	the	the	DET
fis-3072	19	28	european	european	PROPN
fis-3072	19	29	recommendation	recommendation	PROPN
fis-3072	19	30	eurocode	eurocode	VERB
fis-3072	19	31	2	2	NUM
fis-3072	20	1	[	[	X
fis-3072	20	2	11	11	NUM
fis-3072	20	3	]	]	PUNCT
fis-3072	20	4	and	and	CCONJ
fis-3072	20	5	the	the	DET
fis-3072	20	6	american	american	PROPN
fis-3072	20	7	standard	standard	PROPN
fis-3072	20	8	aci	aci	PROPN
fis-3072	20	9	318	318	NUM
fis-3072	21	1	[	[	X
fis-3072	21	2	12	12	NUM
fis-3072	21	3	]	]	PUNCT
fis-3072	21	4	)	)	PUNCT
fis-3072	21	5	.	.	PUNCT
fis-3072	22	1	however	however	ADV
fis-3072	22	2	,	,	PUNCT
fis-3072	22	3	empirical	empirical	ADJ
fis-3072	22	4	formulas	formula	NOUN
fis-3072	22	5	s	s	NOUN
fis-3072	22	6	https://youtu.be/rr0xjxdlc3q	https://youtu.be/rr0xjxdlc3q	NOUN
fis-3072	22	7	m.	m.	NOUN
fis-3072	22	8	słowik	słowik	PROPN
fis-3072	22	9	,	,	PUNCT
fis-3072	22	10	frattura	frattura	PROPN
fis-3072	22	11	ed	ed	PROPN
fis-3072	22	12	integrità	integrità	PROPN
fis-3072	22	13	strutturale	strutturale	PROPN
fis-3072	22	14	,	,	PUNCT
fis-3072	22	15	57	57	NUM
fis-3072	22	16	(	(	PUNCT
fis-3072	22	17	2021	2021	NUM
fis-3072	22	18	)	)	PUNCT
fis-3072	22	19	321	321	NUM
fis-3072	22	20	-	-	SYM
fis-3072	22	21	330	330	NUM
fis-3072	22	22	;	;	PUNCT
fis-3072	22	23	doi	doi	NOUN
fis-3072	22	24	:	:	PUNCT
fis-3072	22	25	10.3221	10.3221	NUM
fis-3072	22	26	/	/	SYM
fis-3072	22	27	igf	igf	PROPN
fis-3072	22	28	-	-	ADJ
fis-3072	22	29	esis.57.23	esis.57.23	PROPN
fis-3072	22	30	322	322	NUM
fis-3072	22	31	can	can	AUX
fis-3072	22	32	bring	bring	VERB
fis-3072	22	33	some	some	DET
fis-3072	22	34	doubts	doubt	NOUN
fis-3072	22	35	connecting	connect	VERB
fis-3072	22	36	with	with	ADP
fis-3072	22	37	unsafe	unsafe	ADJ
fis-3072	22	38	estimates	estimate	NOUN
fis-3072	22	39	for	for	ADP
fis-3072	22	40	the	the	DET
fis-3072	22	41	structural	structural	ADJ
fis-3072	22	42	members	member	NOUN
fis-3072	22	43	which	which	PRON
fis-3072	22	44	are	be	AUX
fis-3072	22	45	outside	outside	ADP
fis-3072	22	46	of	of	ADP
fis-3072	22	47	empirical	empirical	ADJ
fis-3072	22	48	calibration	calibration	NOUN
fis-3072	22	49	.	.	PUNCT
fis-3072	23	1	therefore	therefore	ADV
fis-3072	23	2	,	,	PUNCT
fis-3072	23	3	the	the	DET
fis-3072	23	4	problem	problem	NOUN
fis-3072	23	5	of	of	ADP
fis-3072	23	6	shear	shear	NOUN
fis-3072	23	7	capacity	capacity	NOUN
fis-3072	23	8	of	of	ADP
fis-3072	23	9	members	member	NOUN
fis-3072	23	10	without	without	ADP
fis-3072	23	11	transverse	transverse	NOUN
fis-3072	23	12	reinforcement	reinforcement	NOUN
fis-3072	23	13	is	be	AUX
fis-3072	23	14	still	still	ADV
fis-3072	23	15	attracted	attract	VERB
fis-3072	23	16	the	the	DET
fis-3072	23	17	interest	interest	NOUN
fis-3072	23	18	of	of	ADP
fis-3072	23	19	many	many	ADJ
fis-3072	23	20	researchers	researcher	NOUN
fis-3072	23	21	.	.	PUNCT
fis-3072	24	1	several	several	ADJ
fis-3072	24	2	works	work	NOUN
fis-3072	24	3	have	have	AUX
fis-3072	24	4	been	be	AUX
fis-3072	24	5	published	publish	VERB
fis-3072	24	6	recently	recently	ADV
fis-3072	24	7	,	,	PUNCT
fis-3072	24	8	for	for	ADP
fis-3072	24	9	instance	instance	NOUN
fis-3072	24	10	[	[	X
fis-3072	24	11	13	13	NUM
fis-3072	24	12	-	-	SYM
fis-3072	24	13	17	17	NUM
fis-3072	24	14	]	]	PUNCT
fis-3072	24	15	.	.	PUNCT
fis-3072	25	1	the	the	DET
fis-3072	25	2	growing	grow	VERB
fis-3072	25	3	knowledge	knowledge	NOUN
fis-3072	25	4	of	of	ADP
fis-3072	25	5	shear	shear	NOUN
fis-3072	25	6	behaviour	behaviour	NOUN
fis-3072	25	7	in	in	ADP
fis-3072	25	8	beams	beam	NOUN
fis-3072	25	9	without	without	ADP
fis-3072	25	10	stirrups	stirrup	NOUN
fis-3072	25	11	brought	bring	VERB
fis-3072	25	12	the	the	DET
fis-3072	25	13	grounds	ground	NOUN
fis-3072	25	14	for	for	ADP
fis-3072	25	15	developing	develop	VERB
fis-3072	25	16	mechanical	mechanical	ADJ
fis-3072	25	17	models	model	NOUN
fis-3072	25	18	of	of	ADP
fis-3072	25	19	shear	shear	NOUN
fis-3072	25	20	transfer	transfer	NOUN
fis-3072	25	21	mechanisms	mechanism	NOUN
fis-3072	25	22	.	.	PUNCT
fis-3072	26	1	particularly	particularly	ADV
fis-3072	26	2	,	,	PUNCT
fis-3072	26	3	two	two	NUM
fis-3072	26	4	theories	theory	NOUN
fis-3072	26	5	,	,	PUNCT
fis-3072	26	6	e.g.	e.g.	ADV
fis-3072	26	7	the	the	DET
fis-3072	26	8	modified	modify	VERB
fis-3072	26	9	compression	compression	NOUN
fis-3072	26	10	field	field	NOUN
fis-3072	26	11	theory	theory	NOUN
fis-3072	26	12	[	[	X
fis-3072	26	13	18	18	NUM
fis-3072	26	14	]	]	PUNCT
fis-3072	26	15	and	and	CCONJ
fis-3072	26	16	the	the	DET
fis-3072	26	17	critical	critical	ADJ
fis-3072	26	18	shear	shear	NOUN
fis-3072	26	19	crack	crack	NOUN
fis-3072	26	20	theory	theory	NOUN
fis-3072	26	21	[	[	X
fis-3072	26	22	19	19	NUM
fis-3072	26	23	]	]	PUNCT
fis-3072	26	24	,	,	PUNCT
fis-3072	26	25	helped	help	VERB
fis-3072	26	26	to	to	PART
fis-3072	26	27	work	work	VERB
fis-3072	26	28	out	out	ADP
fis-3072	26	29	the	the	DET
fis-3072	26	30	shear	shear	NOUN
fis-3072	26	31	design	design	NOUN
fis-3072	26	32	concepts	concept	NOUN
fis-3072	26	33	which	which	PRON
fis-3072	26	34	were	be	AUX
fis-3072	26	35	put	put	VERB
fis-3072	26	36	into	into	ADP
fis-3072	26	37	practice	practice	NOUN
fis-3072	26	38	,	,	PUNCT
fis-3072	26	39	for	for	ADP
fis-3072	26	40	instance	instance	NOUN
fis-3072	26	41	in	in	ADP
fis-3072	26	42	the	the	DET
fis-3072	26	43	latest	late	ADJ
fis-3072	26	44	recommendation	recommendation	NOUN
fis-3072	26	45	of	of	ADP
fis-3072	26	46	international	international	ADJ
fis-3072	26	47	federation	federation	PROPN
fis-3072	26	48	for	for	ADP
fis-3072	26	49	structural	structural	ADJ
fis-3072	26	50	concrete	concrete	ADJ
fis-3072	26	51	–	–	PUNCT
fis-3072	26	52	fib	fib	ADJ
fis-3072	26	53	model	model	NOUN
fis-3072	26	54	code	code	NOUN
fis-3072	26	55	2010	2010	NUM
fis-3072	27	1	[	[	X
fis-3072	27	2	20	20	NUM
fis-3072	27	3	]	]	PUNCT
fis-3072	27	4	and	and	CCONJ
fis-3072	27	5	in	in	ADP
fis-3072	27	6	a	a	DET
fis-3072	27	7	few	few	ADJ
fis-3072	27	8	national	national	ADJ
fis-3072	27	9	codes	code	NOUN
fis-3072	27	10	[	[	X
fis-3072	27	11	21	21	NUM
fis-3072	27	12	,	,	PUNCT
fis-3072	27	13	22	22	NUM
fis-3072	27	14	]	]	PUNCT
fis-3072	27	15	.	.	PUNCT
fis-3072	28	1	it	it	PRON
fis-3072	28	2	must	must	AUX
fis-3072	28	3	be	be	AUX
fis-3072	28	4	emphasized	emphasize	VERB
fis-3072	28	5	that	that	SCONJ
fis-3072	28	6	these	these	DET
fis-3072	28	7	new	new	ADJ
fis-3072	28	8	design	design	NOUN
fis-3072	28	9	methods	method	NOUN
fis-3072	28	10	are	be	AUX
fis-3072	28	11	dedicated	dedicate	VERB
fis-3072	28	12	to	to	PART
fis-3072	28	13	predict	predict	VERB
fis-3072	28	14	the	the	DET
fis-3072	28	15	shear	shear	NOUN
fis-3072	28	16	capacity	capacity	NOUN
fis-3072	28	17	of	of	ADP
fis-3072	28	18	typical	typical	ADJ
fis-3072	28	19	slender	slender	ADJ
fis-3072	28	20	beams	beam	NOUN
fis-3072	28	21	.	.	PUNCT
fis-3072	29	1	there	there	PRON
fis-3072	29	2	are	be	VERB
fis-3072	29	3	several	several	ADJ
fis-3072	29	4	potential	potential	ADJ
fis-3072	29	5	shear	shear	NOUN
fis-3072	29	6	transfer	transfer	NOUN
fis-3072	29	7	actions	action	NOUN
fis-3072	29	8	recognized	recognize	VERB
fis-3072	29	9	by	by	ADP
fis-3072	29	10	the	the	DET
fis-3072	29	11	researchers	researcher	NOUN
fis-3072	29	12	.	.	PUNCT
fis-3072	30	1	because	because	SCONJ
fis-3072	30	2	the	the	DET
fis-3072	30	3	shear	shear	NOUN
fis-3072	30	4	failure	failure	NOUN
fis-3072	30	5	is	be	AUX
fis-3072	30	6	affected	affect	VERB
fis-3072	30	7	by	by	ADP
fis-3072	30	8	various	various	ADJ
fis-3072	30	9	factors	factor	NOUN
fis-3072	30	10	,	,	PUNCT
fis-3072	30	11	a	a	DET
fis-3072	30	12	theoretical	theoretical	ADJ
fis-3072	30	13	description	description	NOUN
fis-3072	30	14	of	of	ADP
fis-3072	30	15	shear	shear	NOUN
fis-3072	30	16	transfer	transfer	NOUN
fis-3072	30	17	mechanisms	mechanism	NOUN
fis-3072	30	18	is	be	AUX
fis-3072	30	19	very	very	ADV
fis-3072	30	20	complicated	complicated	ADJ
fis-3072	30	21	.	.	PUNCT
fis-3072	31	1	the	the	DET
fis-3072	31	2	important	important	ADJ
fis-3072	31	3	parameter	parameter	NOUN
fis-3072	31	4	which	which	PRON
fis-3072	31	5	influences	influence	VERB
fis-3072	31	6	the	the	DET
fis-3072	31	7	failure	failure	NOUN
fis-3072	31	8	process	process	NOUN
fis-3072	31	9	in	in	ADP
fis-3072	31	10	the	the	DET
fis-3072	31	11	beams	beam	NOUN
fis-3072	31	12	is	be	AUX
fis-3072	31	13	the	the	DET
fis-3072	31	14	ratio	ratio	NOUN
fis-3072	31	15	of	of	ADP
fis-3072	31	16	longitudinal	longitudinal	ADJ
fis-3072	31	17	reinforcement	reinforcement	NOUN
fis-3072	31	18	.	.	PUNCT
fis-3072	32	1	the	the	DET
fis-3072	32	2	influence	influence	NOUN
fis-3072	32	3	of	of	ADP
fis-3072	32	4	the	the	DET
fis-3072	32	5	longitudinal	longitudinal	ADJ
fis-3072	32	6	reinforcement	reinforcement	NOUN
fis-3072	32	7	ratio	ratio	NOUN
fis-3072	32	8	on	on	ADP
fis-3072	32	9	the	the	DET
fis-3072	32	10	character	character	NOUN
fis-3072	32	11	of	of	ADP
fis-3072	32	12	failure	failure	NOUN
fis-3072	32	13	in	in	ADP
fis-3072	32	14	flexural	flexural	ADJ
fis-3072	32	15	members	member	NOUN
fis-3072	32	16	has	have	AUX
fis-3072	32	17	been	be	AUX
fis-3072	32	18	analyzed	analyze	VERB
fis-3072	32	19	in	in	ADP
fis-3072	32	20	depth	depth	NOUN
fis-3072	32	21	in	in	ADP
fis-3072	32	22	[	[	X
fis-3072	32	23	17	17	NUM
fis-3072	32	24	]	]	PUNCT
fis-3072	32	25	.	.	PUNCT
fis-3072	33	1	slightly	slightly	ADV
fis-3072	33	2	reinforced	reinforce	VERB
fis-3072	33	3	concrete	concrete	ADJ
fis-3072	33	4	beams	beam	NOUN
fis-3072	33	5	fail	fail	VERB
fis-3072	33	6	soon	soon	ADV
fis-3072	33	7	after	after	ADP
fis-3072	33	8	appearing	appear	VERB
fis-3072	33	9	of	of	ADP
fis-3072	33	10	a	a	DET
fis-3072	33	11	few	few	ADJ
fis-3072	33	12	flexural	flexural	ADJ
fis-3072	33	13	cracks	crack	NOUN
fis-3072	33	14	and	and	CCONJ
fis-3072	33	15	the	the	DET
fis-3072	33	16	failure	failure	NOUN
fis-3072	33	17	process	process	NOUN
fis-3072	33	18	has	have	VERB
fis-3072	33	19	a	a	DET
fis-3072	33	20	brittle	brittle	ADJ
fis-3072	33	21	character	character	NOUN
fis-3072	33	22	.	.	PUNCT
fis-3072	34	1	in	in	ADP
fis-3072	34	2	moderately	moderately	ADV
fis-3072	34	3	reinforced	reinforce	VERB
fis-3072	34	4	concrete	concrete	ADJ
fis-3072	34	5	beams	beam	NOUN
fis-3072	34	6	,	,	PUNCT
fis-3072	34	7	a	a	DET
fis-3072	34	8	stable	stable	ADJ
fis-3072	34	9	growth	growth	NOUN
fis-3072	34	10	of	of	ADP
fis-3072	34	11	several	several	ADJ
fis-3072	34	12	flexural	flexural	ADJ
fis-3072	34	13	cracks	crack	NOUN
fis-3072	34	14	is	be	AUX
fis-3072	34	15	usually	usually	ADV
fis-3072	34	16	observed	observe	VERB
fis-3072	34	17	and	and	CCONJ
fis-3072	34	18	the	the	DET
fis-3072	34	19	full	full	ADJ
fis-3072	34	20	flexural	flexural	ADJ
fis-3072	34	21	capacity	capacity	NOUN
fis-3072	34	22	is	be	AUX
fis-3072	34	23	reached	reach	VERB
fis-3072	34	24	.	.	PUNCT
fis-3072	35	1	in	in	ADP
fis-3072	35	2	higher	high	ADJ
fis-3072	35	3	reinforced	reinforce	VERB
fis-3072	35	4	concrete	concrete	ADJ
fis-3072	35	5	beams	beam	NOUN
fis-3072	35	6	,	,	PUNCT
fis-3072	35	7	the	the	DET
fis-3072	35	8	shear	shear	NOUN
fis-3072	35	9	failure	failure	NOUN
fis-3072	35	10	predominates	predominate	VERB
fis-3072	35	11	due	due	ADJ
fis-3072	35	12	to	to	ADP
fis-3072	35	13	shear	shear	NOUN
fis-3072	35	14	forces	force	NOUN
fis-3072	35	15	and	and	CCONJ
fis-3072	35	16	the	the	DET
fis-3072	35	17	propagation	propagation	NOUN
fis-3072	35	18	of	of	ADP
fis-3072	35	19	inclined	inclined	ADJ
fis-3072	35	20	cracks	crack	NOUN
fis-3072	35	21	.	.	PUNCT
fis-3072	36	1	the	the	DET
fis-3072	36	2	shear	shear	NOUN
fis-3072	36	3	failure	failure	NOUN
fis-3072	36	4	often	often	ADV
fis-3072	36	5	causes	cause	VERB
fis-3072	36	6	dangerous	dangerous	ADJ
fis-3072	36	7	,	,	PUNCT
fis-3072	36	8	brittle	brittle	ADJ
fis-3072	36	9	damage	damage	NOUN
fis-3072	36	10	.	.	PUNCT
fis-3072	37	1	however	however	ADV
fis-3072	37	2	,	,	PUNCT
fis-3072	37	3	the	the	DET
fis-3072	37	4	stable	stable	ADJ
fis-3072	37	5	process	process	NOUN
fis-3072	37	6	of	of	ADP
fis-3072	37	7	developing	develop	VERB
fis-3072	37	8	inclined	inclined	ADJ
fis-3072	37	9	cracks	crack	NOUN
fis-3072	37	10	can	can	AUX
fis-3072	37	11	also	also	ADV
fis-3072	37	12	be	be	AUX
fis-3072	37	13	observed	observe	VERB
fis-3072	37	14	and	and	CCONJ
fis-3072	37	15	a	a	DET
fis-3072	37	16	relatively	relatively	ADV
fis-3072	37	17	high	high	ADJ
fis-3072	37	18	shear	shear	NOUN
fis-3072	37	19	capacity	capacity	NOUN
fis-3072	37	20	can	can	AUX
fis-3072	37	21	be	be	AUX
fis-3072	37	22	obtained	obtain	VERB
fis-3072	37	23	in	in	ADP
fis-3072	37	24	some	some	DET
fis-3072	37	25	kind	kind	NOUN
fis-3072	37	26	of	of	ADP
fis-3072	37	27	higher	high	ADJ
fis-3072	37	28	reinforced	reinforce	VERB
fis-3072	37	29	concrete	concrete	ADJ
fis-3072	37	30	beams	beam	NOUN
fis-3072	38	1	[	[	X
fis-3072	38	2	24	24	NUM
fis-3072	38	3	]	]	PUNCT
fis-3072	38	4	.	.	PUNCT
fis-3072	39	1	the	the	DET
fis-3072	39	2	experimental	experimental	ADJ
fis-3072	39	3	results	result	NOUN
fis-3072	39	4	of	of	ADP
fis-3072	39	5	shear	shear	NOUN
fis-3072	39	6	capacity	capacity	NOUN
fis-3072	39	7	in	in	ADP
fis-3072	39	8	reinforced	reinforce	VERB
fis-3072	39	9	concrete	concrete	ADJ
fis-3072	39	10	beams	beam	NOUN
fis-3072	39	11	presented	present	VERB
fis-3072	39	12	in	in	ADP
fis-3072	39	13	professional	professional	ADJ
fis-3072	39	14	literature	literature	PROPN
fis-3072	39	15	show	show	VERB
fis-3072	39	16	a	a	DET
fis-3072	39	17	big	big	ADJ
fis-3072	39	18	scatter	scatter	NOUN
fis-3072	39	19	.	.	PUNCT
fis-3072	40	1	the	the	DET
fis-3072	40	2	question	question	NOUN
fis-3072	40	3	arises	arise	VERB
fis-3072	40	4	as	as	ADP
fis-3072	40	5	to	to	ADP
fis-3072	40	6	whether	whether	SCONJ
fis-3072	40	7	the	the	DET
fis-3072	40	8	shear	shear	NOUN
fis-3072	40	9	capacity	capacity	NOUN
fis-3072	40	10	depends	depend	VERB
fis-3072	40	11	on	on	ADP
fis-3072	40	12	the	the	DET
fis-3072	40	13	beam	beam	NOUN
fis-3072	40	14	’s	’s	PART
fis-3072	40	15	length	length	NOUN
fis-3072	40	16	and	and	CCONJ
fis-3072	40	17	as	as	ADP
fis-3072	40	18	to	to	ADP
fis-3072	40	19	what	what	DET
fis-3072	40	20	contribution	contribution	NOUN
fis-3072	40	21	of	of	ADP
fis-3072	40	22	the	the	DET
fis-3072	40	23	longitudinal	longitudinal	ADJ
fis-3072	40	24	reinforcement	reinforcement	NOUN
fis-3072	40	25	in	in	ADP
fis-3072	40	26	the	the	DET
fis-3072	40	27	shear	shear	NOUN
fis-3072	40	28	transfer	transfer	NOUN
fis-3072	40	29	is	be	AUX
fis-3072	40	30	.	.	PUNCT
fis-3072	41	1	when	when	SCONJ
fis-3072	41	2	analyzing	analyze	VERB
fis-3072	41	3	shear	shear	NOUN
fis-3072	41	4	behaviour	behaviour	NOUN
fis-3072	41	5	of	of	ADP
fis-3072	41	6	longitudinally	longitudinally	ADV
fis-3072	41	7	reinforced	reinforce	VERB
fis-3072	41	8	concrete	concrete	ADJ
fis-3072	41	9	beams	beam	NOUN
fis-3072	41	10	without	without	ADP
fis-3072	41	11	transverse	transverse	NOUN
fis-3072	41	12	reinforcement	reinforcement	NOUN
fis-3072	41	13	not	not	PART
fis-3072	41	14	only	only	ADV
fis-3072	41	15	shear	shear	NOUN
fis-3072	41	16	capacity	capacity	NOUN
fis-3072	41	17	should	should	AUX
fis-3072	41	18	be	be	AUX
fis-3072	41	19	of	of	ADP
fis-3072	41	20	interest	interest	NOUN
fis-3072	41	21	but	but	CCONJ
fis-3072	41	22	also	also	ADV
fis-3072	41	23	the	the	DET
fis-3072	41	24	progress	progress	NOUN
fis-3072	41	25	of	of	ADP
fis-3072	41	26	failure	failure	NOUN
fis-3072	41	27	process	process	NOUN
fis-3072	41	28	should	should	AUX
fis-3072	41	29	be	be	AUX
fis-3072	41	30	examined	examine	VERB
fis-3072	41	31	.	.	PUNCT
fis-3072	42	1	the	the	DET
fis-3072	42	2	development	development	NOUN
fis-3072	42	3	of	of	ADP
fis-3072	42	4	cracks	crack	NOUN
fis-3072	42	5	,	,	PUNCT
fis-3072	42	6	the	the	DET
fis-3072	42	7	propagation	propagation	NOUN
fis-3072	42	8	of	of	ADP
fis-3072	42	9	a	a	DET
fis-3072	42	10	critical	critical	ADJ
fis-3072	42	11	crack	crack	NOUN
fis-3072	42	12	and	and	CCONJ
fis-3072	42	13	the	the	DET
fis-3072	42	14	stress	stress	NOUN
fis-3072	42	15	distribution	distribution	NOUN
fis-3072	42	16	are	be	AUX
fis-3072	42	17	of	of	ADP
fis-3072	42	18	primary	primary	ADJ
fis-3072	42	19	importance	importance	NOUN
fis-3072	42	20	.	.	PUNCT
fis-3072	43	1	therefore	therefore	ADV
fis-3072	43	2	,	,	PUNCT
fis-3072	43	3	the	the	DET
fis-3072	43	4	author	author	NOUN
fis-3072	43	5	’s	’s	PART
fis-3072	43	6	own	own	ADJ
fis-3072	43	7	experimental	experimental	ADJ
fis-3072	43	8	investigation	investigation	NOUN
fis-3072	43	9	was	be	AUX
fis-3072	43	10	performed	perform	VERB
fis-3072	43	11	to	to	PART
fis-3072	43	12	analyze	analyze	VERB
fis-3072	43	13	the	the	DET
fis-3072	43	14	failure	failure	NOUN
fis-3072	43	15	process	process	NOUN
fis-3072	43	16	in	in	ADP
fis-3072	43	17	longitudinally	longitudinally	ADV
fis-3072	43	18	reinforced	reinforce	VERB
fis-3072	43	19	concrete	concrete	ADJ
fis-3072	43	20	beams	beam	NOUN
fis-3072	43	21	.	.	PUNCT
fis-3072	44	1	the	the	DET
fis-3072	44	2	experiment	experiment	NOUN
fis-3072	44	3	was	be	AUX
fis-3072	44	4	focused	focus	VERB
fis-3072	44	5	on	on	ADP
fis-3072	44	6	the	the	DET
fis-3072	44	7	observation	observation	NOUN
fis-3072	44	8	of	of	ADP
fis-3072	44	9	the	the	DET
fis-3072	44	10	cracks	crack	NOUN
fis-3072	44	11	formation	formation	NOUN
fis-3072	44	12	and	and	CCONJ
fis-3072	44	13	propagation	propagation	NOUN
fis-3072	44	14	in	in	ADP
fis-3072	44	15	the	the	DET
fis-3072	44	16	beams	beam	NOUN
fis-3072	44	17	of	of	ADP
fis-3072	44	18	a	a	DET
fis-3072	44	19	higher	high	ADJ
fis-3072	44	20	reinforcement	reinforcement	NOUN
fis-3072	44	21	ratio	ratio	NOUN
fis-3072	44	22	.	.	PUNCT
fis-3072	45	1	variable	variable	ADJ
fis-3072	45	2	length	length	NOUN
fis-3072	45	3	of	of	ADP
fis-3072	45	4	the	the	DET
fis-3072	45	5	beams	beam	NOUN
fis-3072	45	6	and	and	CCONJ
fis-3072	45	7	the	the	DET
fis-3072	45	8	arrangement	arrangement	NOUN
fis-3072	45	9	of	of	ADP
fis-3072	45	10	loading	loading	NOUN
fis-3072	45	11	allowed	allow	VERB
fis-3072	45	12	to	to	PART
fis-3072	45	13	research	research	VERB
fis-3072	45	14	into	into	ADP
fis-3072	45	15	the	the	DET
fis-3072	45	16	effect	effect	NOUN
fis-3072	45	17	of	of	ADP
fis-3072	45	18	the	the	DET
fis-3072	45	19	beam	beam	NOUN
fis-3072	45	20	’s	’s	PART
fis-3072	45	21	span	span	NOUN
fis-3072	45	22	and	and	CCONJ
fis-3072	45	23	the	the	DET
fis-3072	45	24	shear	shear	NOUN
fis-3072	45	25	span	span	NOUN
fis-3072	45	26	-	-	PUNCT
fis-3072	45	27	to	to	ADP
fis-3072	45	28	-	-	PUNCT
fis-3072	45	29	depth	depth	NOUN
fis-3072	45	30	ratio	ratio	NOUN
fis-3072	45	31	on	on	ADP
fis-3072	45	32	the	the	DET
fis-3072	45	33	load	load	NOUN
fis-3072	45	34	capacity	capacity	NOUN
fis-3072	45	35	and	and	CCONJ
fis-3072	45	36	the	the	DET
fis-3072	45	37	fracture	fracture	NOUN
fis-3072	45	38	process	process	NOUN
fis-3072	45	39	in	in	ADP
fis-3072	45	40	reinforced	reinforce	VERB
fis-3072	45	41	concrete	concrete	ADJ
fis-3072	45	42	beams	beam	NOUN
fis-3072	45	43	without	without	ADP
fis-3072	45	44	transverse	transverse	NOUN
fis-3072	45	45	reinforcement	reinforcement	NOUN
fis-3072	45	46	.	.	PUNCT
fis-3072	46	1	experimental	experimental	ADJ
fis-3072	46	2	investigation	investigation	NOUN
fis-3072	46	3	he	he	PRON
fis-3072	46	4	experimental	experimental	ADJ
fis-3072	46	5	investigation	investigation	NOUN
fis-3072	46	6	was	be	AUX
fis-3072	46	7	performed	perform	VERB
fis-3072	46	8	on	on	ADP
fis-3072	46	9	four	four	NUM
fis-3072	46	10	beams	beam	NOUN
fis-3072	46	11	:	:	PUNCT
fis-3072	46	12	two	two	NUM
fis-3072	46	13	slender	slender	ADJ
fis-3072	46	14	beams	beam	NOUN
fis-3072	46	15	:	:	PUNCT
fis-3072	46	16	oi-1	oi-1	X
fis-3072	46	17	,	,	PUNCT
fis-3072	46	18	oi-2	oi-2	PUNCT
fis-3072	46	19	and	and	CCONJ
fis-3072	46	20	two	two	NUM
fis-3072	46	21	short	short	ADJ
fis-3072	46	22	beams	beam	NOUN
fis-3072	46	23	:	:	PUNCT
fis-3072	46	24	pi-1	pi-1	NOUN
fis-3072	46	25	,	,	PUNCT
fis-3072	46	26	pi-2	pi-2	NOUN
fis-3072	46	27	.	.	PUNCT
fis-3072	47	1	the	the	DET
fis-3072	47	2	beams	beam	NOUN
fis-3072	47	3	had	have	VERB
fis-3072	47	4	a	a	DET
fis-3072	47	5	rectangular	rectangular	ADJ
fis-3072	47	6	cross	cross	NOUN
fis-3072	47	7	-	-	NOUN
fis-3072	47	8	section	section	NOUN
fis-3072	47	9	of	of	ADP
fis-3072	47	10	the	the	DET
fis-3072	47	11	width	width	ADJ
fis-3072	47	12	b	b	NOUN
fis-3072	47	13	=	=	SYM
fis-3072	47	14	0.12	0.12	NUM
fis-3072	47	15	m	m	PROPN
fis-3072	47	16	,	,	PUNCT
fis-3072	47	17	the	the	DET
fis-3072	47	18	total	total	ADJ
fis-3072	47	19	height	height	NOUN
fis-3072	47	20	h	h	NOUN
fis-3072	47	21	=	=	NOUN
fis-3072	47	22	0.25	0.25	NUM
fis-3072	47	23	m	m	NOUN
fis-3072	47	24	and	and	CCONJ
fis-3072	47	25	the	the	DET
fis-3072	47	26	effective	effective	ADJ
fis-3072	47	27	depth	depth	NOUN
fis-3072	47	28	(	(	PUNCT
fis-3072	47	29	depth	depth	NOUN
fis-3072	47	30	measured	measure	VERB
fis-3072	47	31	from	from	ADP
fis-3072	47	32	the	the	DET
fis-3072	47	33	compression	compression	NOUN
fis-3072	47	34	edge	edge	NOUN
fis-3072	47	35	to	to	ADP
fis-3072	47	36	the	the	DET
fis-3072	47	37	level	level	NOUN
fis-3072	47	38	of	of	ADP
fis-3072	47	39	longitudinal	longitudinal	ADJ
fis-3072	47	40	steel	steel	NOUN
fis-3072	47	41	bars	bar	NOUN
fis-3072	47	42	)	)	PUNCT
fis-3072	48	1	d	d	NOUN
fis-3072	48	2	=	=	SYM
fis-3072	48	3	0.22	0.22	NUM
fis-3072	48	4	m.	m.	NOUN
fis-3072	48	5	two	two	NUM
fis-3072	48	6	deformed	deform	VERB
fis-3072	48	7	steel	steel	NOUN
fis-3072	48	8	bars	bar	NOUN
fis-3072	48	9	of	of	ADP
fis-3072	48	10	the	the	DET
fis-3072	48	11	diameter	diameter	NOUN
fis-3072	48	12	18	18	NUM
fis-3072	48	13	mm	mm	NOUN
fis-3072	48	14	were	be	AUX
fis-3072	48	15	used	use	VERB
fis-3072	48	16	as	as	ADP
fis-3072	48	17	longitudinal	longitudinal	ADJ
fis-3072	48	18	reinforcement	reinforcement	NOUN
fis-3072	48	19	in	in	ADP
fis-3072	48	20	the	the	DET
fis-3072	48	21	beams	beam	NOUN
fis-3072	48	22	.	.	PUNCT
fis-3072	49	1	the	the	DET
fis-3072	49	2	reinforcing	reinforce	VERB
fis-3072	49	3	steel	steel	NOUN
fis-3072	49	4	was	be	AUX
fis-3072	49	5	of	of	ADP
fis-3072	49	6	rb500	rb500	PROPN
fis-3072	49	7	category	category	NOUN
fis-3072	49	8	and	and	CCONJ
fis-3072	49	9	it	it	PRON
fis-3072	49	10	was	be	AUX
fis-3072	49	11	characterized	characterize	VERB
fis-3072	49	12	by	by	ADP
fis-3072	49	13	the	the	DET
fis-3072	49	14	yield	yield	NOUN
fis-3072	49	15	stress	stress	NOUN
fis-3072	49	16	fy	fy	PROPN
fis-3072	50	1	=	=	PROPN
fis-3072	50	2	545	545	NUM
fis-3072	50	3	mpa	mpa	NOUN
fis-3072	50	4	and	and	CCONJ
fis-3072	50	5	the	the	DET
fis-3072	50	6	tensile	tensile	NOUN
fis-3072	50	7	strength	strength	NOUN
fis-3072	50	8	ft	ft	NOUN
fis-3072	50	9	=	=	SYM
fis-3072	50	10	631	631	NUM
fis-3072	50	11	mpa	mpa	NOUN
fis-3072	50	12	.	.	PUNCT
fis-3072	51	1	the	the	DET
fis-3072	51	2	ratio	ratio	NOUN
fis-3072	51	3	of	of	ADP
fis-3072	51	4	longitudinal	longitudinal	ADJ
fis-3072	51	5	reinforcement	reinforcement	NOUN
fis-3072	51	6	was	be	AUX
fis-3072	51	7			ADJ
fis-3072	51	8	=	=	PUNCT
fis-3072	51	9	1.8	1.8	NUM
fis-3072	51	10	%	%	NOUN
fis-3072	51	11	.	.	PUNCT
fis-3072	52	1	transverse	transverse	NOUN
fis-3072	52	2	reinforcement	reinforcement	NOUN
fis-3072	52	3	was	be	AUX
fis-3072	52	4	not	not	PART
fis-3072	52	5	used	use	VERB
fis-3072	52	6	in	in	ADP
fis-3072	52	7	the	the	DET
fis-3072	52	8	beams	beam	NOUN
fis-3072	52	9	.	.	PUNCT
fis-3072	53	1	the	the	DET
fis-3072	53	2	cross	cross	NOUN
fis-3072	53	3	section	section	NOUN
fis-3072	53	4	of	of	ADP
fis-3072	53	5	the	the	DET
fis-3072	53	6	beams	beam	NOUN
fis-3072	53	7	is	be	AUX
fis-3072	53	8	shown	show	VERB
fis-3072	53	9	in	in	ADP
fis-3072	53	10	fig	fig	NOUN
fis-3072	53	11	.	.	PUNCT
fis-3072	54	1	1	1	X
fis-3072	54	2	.	.	X
fis-3072	54	3	figure	figure	NOUN
fis-3072	54	4	1	1	NUM
fis-3072	54	5	:	:	PUNCT
fis-3072	54	6	cross	cross	NOUN
fis-3072	54	7	section	section	NOUN
fis-3072	54	8	of	of	ADP
fis-3072	54	9	the	the	DET
fis-3072	54	10	beams	beam	NOUN
fis-3072	54	11	.	.	PUNCT
fis-3072	55	1	t	t	PROPN
fis-3072	55	2	m.	m.	PROPN
fis-3072	55	3	słowik	słowik	PROPN
fis-3072	55	4	,	,	PUNCT
fis-3072	55	5	frattura	frattura	PROPN
fis-3072	55	6	ed	ed	PROPN
fis-3072	55	7	integrità	integrità	PROPN
fis-3072	55	8	strutturale	strutturale	PROPN
fis-3072	55	9	,	,	PUNCT
fis-3072	55	10	57	57	NUM
fis-3072	55	11	(	(	PUNCT
fis-3072	55	12	2021	2021	NUM
fis-3072	55	13	)	)	PUNCT
fis-3072	55	14	321	321	NUM
fis-3072	55	15	-	-	SYM
fis-3072	55	16	330	330	NUM
fis-3072	55	17	;	;	PUNCT
fis-3072	55	18	doi	doi	NOUN
fis-3072	55	19	:	:	PUNCT
fis-3072	55	20	10.3221	10.3221	NUM
fis-3072	55	21	/	/	SYM
fis-3072	55	22	igf	igf	PROPN
fis-3072	55	23	-	-	PROPN
fis-3072	55	24	esis.57.23	esis.57.23	PROPN
fis-3072	55	25	323	323	NUM
fis-3072	55	26	the	the	DET
fis-3072	55	27	beams	beam	NOUN
fis-3072	55	28	had	have	VERB
fis-3072	55	29	a	a	DET
fis-3072	55	30	different	different	ADJ
fis-3072	55	31	total	total	ADJ
fis-3072	55	32	length	length	NOUN
fis-3072	55	33	and	and	CCONJ
fis-3072	55	34	span	span	NOUN
fis-3072	55	35	(	(	PUNCT
fis-3072	55	36	distance	distance	NOUN
fis-3072	55	37	between	between	ADP
fis-3072	55	38	the	the	DET
fis-3072	55	39	supports	support	NOUN
fis-3072	55	40	)	)	PUNCT
fis-3072	55	41	during	during	ADP
fis-3072	55	42	the	the	DET
fis-3072	55	43	test	test	NOUN
fis-3072	55	44	.	.	PUNCT
fis-3072	56	1	the	the	DET
fis-3072	56	2	span	span	NOUN
fis-3072	56	3	for	for	ADP
fis-3072	56	4	two	two	NUM
fis-3072	56	5	slender	slender	ADJ
fis-3072	56	6	beams	beam	NOUN
fis-3072	56	7	oi-1	oi-1	PUNCT
fis-3072	56	8	and	and	CCONJ
fis-3072	56	9	oi-2	oi-2	PRON
fis-3072	56	10	was	be	AUX
fis-3072	56	11	the	the	DET
fis-3072	56	12	same	same	ADJ
fis-3072	56	13	leff	leff	PROPN
fis-3072	56	14	=	=	PUNCT
fis-3072	56	15	1.8	1.8	NUM
fis-3072	56	16	m	m	NOUN
fis-3072	56	17	whereas	whereas	SCONJ
fis-3072	56	18	the	the	DET
fis-3072	56	19	span	span	NOUN
fis-3072	56	20	in	in	ADP
fis-3072	56	21	short	short	ADJ
fis-3072	56	22	beams	beam	NOUN
fis-3072	56	23	differed	differ	VERB
fis-3072	56	24	and	and	CCONJ
fis-3072	56	25	it	it	PRON
fis-3072	56	26	was	be	AUX
fis-3072	56	27	leff	leff	PROPN
fis-3072	56	28	=	=	PUNCT
fis-3072	56	29	1.0	1.0	NUM
fis-3072	56	30	m	m	NOUN
fis-3072	56	31	in	in	ADP
fis-3072	56	32	the	the	DET
fis-3072	56	33	beam	beam	NOUN
fis-3072	56	34	pi-2	pi-2	NOUN
fis-3072	56	35	and	and	CCONJ
fis-3072	56	36	leff	leff	PROPN
fis-3072	56	37	=	=	PROPN
fis-3072	56	38	0.8	0.8	NUM
fis-3072	56	39	m	m	NOUN
fis-3072	56	40	in	in	ADP
fis-3072	56	41	the	the	DET
fis-3072	56	42	beam	beam	NOUN
fis-3072	56	43	pi-1	pi-1	NOUN
fis-3072	56	44	.	.	PUNCT
fis-3072	57	1	the	the	DET
fis-3072	57	2	beams	beam	NOUN
fis-3072	57	3	were	be	AUX
fis-3072	57	4	simply	simply	ADV
fis-3072	57	5	supported	support	VERB
fis-3072	57	6	during	during	ADP
fis-3072	57	7	the	the	DET
fis-3072	57	8	test	test	NOUN
fis-3072	57	9	.	.	PUNCT
fis-3072	58	1	the	the	DET
fis-3072	58	2	external	external	ADJ
fis-3072	58	3	force	force	NOUN
fis-3072	58	4	was	be	AUX
fis-3072	58	5	applied	apply	VERB
fis-3072	58	6	from	from	ADP
fis-3072	58	7	the	the	DET
fis-3072	58	8	testing	testing	NOUN
fis-3072	58	9	machine	machine	NOUN
fis-3072	58	10	in	in	ADP
fis-3072	58	11	the	the	DET
fis-3072	58	12	middle	middle	NOUN
fis-3072	58	13	of	of	ADP
fis-3072	58	14	the	the	DET
fis-3072	58	15	span	span	NOUN
fis-3072	58	16	when	when	SCONJ
fis-3072	58	17	testing	test	VERB
fis-3072	58	18	three	three	NUM
fis-3072	58	19	beams	beam	NOUN
fis-3072	58	20	oi-1	oi-1	NOUN
fis-3072	58	21	,	,	PUNCT
fis-3072	58	22	pi-2	pi-2	NOUN
fis-3072	58	23	,	,	PUNCT
fis-3072	58	24	pi-1	pi-1	PUNCT
fis-3072	58	25	and	and	CCONJ
fis-3072	58	26	in	in	ADP
fis-3072	58	27	case	case	NOUN
fis-3072	58	28	of	of	ADP
fis-3072	58	29	the	the	DET
fis-3072	58	30	beam	beam	NOUN
fis-3072	58	31	oi-2	oi-2	ADP
fis-3072	58	32	the	the	DET
fis-3072	58	33	applied	apply	VERB
fis-3072	58	34	force	force	NOUN
fis-3072	58	35	was	be	AUX
fis-3072	58	36	symmetrically	symmetrically	ADV
fis-3072	58	37	distributed	distribute	VERB
fis-3072	58	38	into	into	ADP
fis-3072	58	39	two	two	NUM
fis-3072	58	40	forces	force	NOUN
fis-3072	58	41	,	,	PUNCT
fis-3072	58	42	as	as	SCONJ
fis-3072	58	43	it	it	PRON
fis-3072	58	44	is	be	AUX
fis-3072	58	45	presented	present	VERB
fis-3072	58	46	in	in	ADP
fis-3072	58	47	fig	fig	NOUN
fis-3072	58	48	.	.	PUNCT
fis-3072	59	1	2	2	X
fis-3072	59	2	.	.	X
fis-3072	59	3	a	a	DET
fis-3072	59	4	different	different	ADJ
fis-3072	59	5	scheme	scheme	NOUN
fis-3072	59	6	of	of	ADP
fis-3072	59	7	load	load	NOUN
fis-3072	59	8	applying	apply	VERB
fis-3072	59	9	in	in	ADP
fis-3072	59	10	the	the	DET
fis-3072	59	11	beam	beam	NOUN
fis-3072	59	12	oi2	oi2	PROPN
fis-3072	59	13	(	(	PUNCT
fis-3072	59	14	two	two	NUM
fis-3072	59	15	forces	force	NOUN
fis-3072	59	16	)	)	PUNCT
fis-3072	59	17	compering	compere	VERB
fis-3072	59	18	to	to	ADP
fis-3072	59	19	a	a	DET
fis-3072	59	20	load	load	NOUN
fis-3072	59	21	arrangement	arrangement	NOUN
fis-3072	59	22	in	in	ADP
fis-3072	59	23	rest	rest	NOUN
fis-3072	59	24	of	of	ADP
fis-3072	59	25	beams	beam	NOUN
fis-3072	59	26	(	(	PUNCT
fis-3072	59	27	one	one	NUM
fis-3072	59	28	force	force	NOUN
fis-3072	59	29	)	)	PUNCT
fis-3072	59	30	was	be	AUX
fis-3072	59	31	used	use	VERB
fis-3072	59	32	in	in	ADP
fis-3072	59	33	order	order	NOUN
fis-3072	59	34	to	to	PART
fis-3072	59	35	obtain	obtain	VERB
fis-3072	59	36	a	a	DET
fis-3072	59	37	different	different	ADJ
fis-3072	59	38	shear	shear	NOUN
fis-3072	59	39	span	span	NOUN
fis-3072	59	40	a	a	DET
fis-3072	59	41	(	(	PUNCT
fis-3072	59	42	distance	distance	NOUN
fis-3072	59	43	between	between	ADP
fis-3072	59	44	the	the	DET
fis-3072	59	45	applied	applied	ADJ
fis-3072	59	46	force	force	NOUN
fis-3072	59	47	and	and	CCONJ
fis-3072	59	48	the	the	DET
fis-3072	59	49	support	support	NOUN
fis-3072	59	50	)	)	PUNCT
fis-3072	59	51	in	in	ADP
fis-3072	59	52	slender	slender	ADJ
fis-3072	59	53	beams	beam	NOUN
fis-3072	59	54	.	.	PUNCT
fis-3072	60	1	such	such	ADJ
fis-3072	60	2	arrangement	arrangement	NOUN
fis-3072	60	3	of	of	ADP
fis-3072	60	4	loading	loading	NOUN
fis-3072	60	5	caused	cause	VERB
fis-3072	60	6	that	that	SCONJ
fis-3072	60	7	the	the	DET
fis-3072	60	8	shear	shear	NOUN
fis-3072	60	9	span	span	NOUN
fis-3072	60	10	during	during	ADP
fis-3072	60	11	the	the	DET
fis-3072	60	12	test	test	NOUN
fis-3072	60	13	was	be	AUX
fis-3072	60	14	also	also	ADV
fis-3072	60	15	a	a	DET
fis-3072	60	16	changing	change	VERB
fis-3072	60	17	parameter	parameter	NOUN
fis-3072	60	18	and	and	CCONJ
fis-3072	60	19	the	the	DET
fis-3072	60	20	beams	beam	NOUN
fis-3072	60	21	were	be	AUX
fis-3072	60	22	characterized	characterize	VERB
fis-3072	60	23	by	by	ADP
fis-3072	60	24	a	a	DET
fis-3072	60	25	different	different	ADJ
fis-3072	60	26	shear	shear	NOUN
fis-3072	60	27	span	span	NOUN
fis-3072	60	28	-	-	PUNCT
fis-3072	60	29	to	to	ADP
fis-3072	60	30	-	-	PUNCT
fis-3072	60	31	depth	depth	NOUN
fis-3072	60	32	ratio	ratio	NOUN
fis-3072	60	33	a	a	NOUN
fis-3072	60	34	/	/	SYM
fis-3072	60	35	d	d	NOUN
fis-3072	60	36	(	(	PUNCT
fis-3072	60	37	see	see	VERB
fis-3072	60	38	tab	tab	NOUN
fis-3072	60	39	.	.	PUNCT
fis-3072	60	40	1	1	NUM
fis-3072	60	41	)	)	PUNCT
fis-3072	60	42	.	.	PUNCT
fis-3072	61	1	figure	figure	VERB
fis-3072	61	2	2	2	NUM
fis-3072	61	3	:	:	PUNCT
fis-3072	61	4	static	static	ADJ
fis-3072	61	5	scheme	scheme	NOUN
fis-3072	61	6	of	of	ADP
fis-3072	61	7	tested	test	VERB
fis-3072	61	8	beams	beam	NOUN
fis-3072	61	9	.	.	PUNCT
fis-3072	62	1	beam	beam	PROPN
fis-3072	62	2	span	span	NOUN
fis-3072	62	3	,	,	PUNCT
fis-3072	62	4	leff	leff	PROPN
fis-3072	63	1	[	[	X
fis-3072	63	2	m	m	X
fis-3072	63	3	]	]	X
fis-3072	63	4	shear	shear	NOUN
fis-3072	63	5	span	span	NOUN
fis-3072	63	6	,	,	PUNCT
fis-3072	63	7	a	a	DET
fis-3072	63	8	[	[	X
fis-3072	63	9	m	m	X
fis-3072	63	10	]	]	X
fis-3072	63	11	shear	shear	ADJ
fis-3072	63	12	span	span	NOUN
fis-3072	63	13	-	-	PUNCT
fis-3072	63	14	to	to	ADP
fis-3072	63	15	-	-	PUNCT
fis-3072	63	16	depth	depth	NOUN
fis-3072	63	17	ratio	ratio	NOUN
fis-3072	63	18	,	,	PUNCT
fis-3072	63	19	a	a	PRON
fis-3072	63	20	/	/	SYM
fis-3072	63	21	d	d	NOUN
fis-3072	63	22	[	[	X
fis-3072	63	23	-	-	PUNCT
fis-3072	63	24	]	]	X
fis-3072	63	25	oi-1	oi-1	CCONJ
fis-3072	63	26	1.8	1.8	NUM
fis-3072	63	27	0.90	0.90	NUM
fis-3072	63	28	4.1	4.1	NUM
fis-3072	63	29	oi-2	oi-2	NUM
fis-3072	63	30	1.8	1.8	NUM
fis-3072	63	31	0.75	0.75	NUM
fis-3072	63	32	3.4	3.4	NUM
fis-3072	63	33	pi-2	pi-2	NOUN
fis-3072	63	34	1.0	1.0	NUM
fis-3072	63	35	0.50	0.50	NUM
fis-3072	63	36	2.3	2.3	NUM
fis-3072	63	37	pi-1	pi-1	NUM
fis-3072	63	38	0.8	0.8	NUM
fis-3072	63	39	0.40	0.40	NUM
fis-3072	63	40	1.8	1.8	NUM
fis-3072	63	41	table	table	NOUN
fis-3072	63	42	1	1	NUM
fis-3072	63	43	:	:	PUNCT
fis-3072	63	44	tested	test	VERB
fis-3072	63	45	members	member	NOUN
fis-3072	63	46	.	.	PUNCT
fis-3072	64	1	the	the	DET
fis-3072	64	2	beams	beam	NOUN
fis-3072	64	3	were	be	AUX
fis-3072	64	4	made	make	VERB
fis-3072	64	5	by	by	ADP
fis-3072	64	6	the	the	DET
fis-3072	64	7	same	same	ADJ
fis-3072	64	8	constructional	constructional	ADJ
fis-3072	64	9	concrete	concrete	NOUN
fis-3072	64	10	.	.	PUNCT
fis-3072	65	1	the	the	DET
fis-3072	65	2	dolomite	dolomite	ADJ
fis-3072	65	3	aggregate	aggregate	NOUN
fis-3072	65	4	of	of	ADP
fis-3072	65	5	the	the	DET
fis-3072	65	6	maximum	maximum	ADJ
fis-3072	65	7	size	size	NOUN
fis-3072	65	8	16	16	NUM
fis-3072	65	9	mm	mm	NOUN
fis-3072	65	10	was	be	AUX
fis-3072	65	11	used	use	VERB
fis-3072	65	12	to	to	PART
fis-3072	65	13	produce	produce	VERB
fis-3072	65	14	the	the	DET
fis-3072	65	15	concrete	concrete	ADJ
fis-3072	65	16	mixture	mixture	NOUN
fis-3072	65	17	.	.	PUNCT
fis-3072	66	1	concrete	concrete	ADJ
fis-3072	66	2	properties	property	NOUN
fis-3072	66	3	were	be	AUX
fis-3072	66	4	tested	test	VERB
fis-3072	66	5	on	on	ADP
fis-3072	66	6	standardized	standardized	ADJ
fis-3072	66	7	specimens	specimen	NOUN
fis-3072	66	8	and	and	CCONJ
fis-3072	66	9	at	at	ADP
fis-3072	66	10	standard	standard	ADJ
fis-3072	66	11	conditions	condition	NOUN
fis-3072	66	12	.	.	PUNCT
fis-3072	67	1	the	the	DET
fis-3072	67	2	compressive	compressive	ADJ
fis-3072	67	3	strength	strength	NOUN
fis-3072	67	4	of	of	ADP
fis-3072	67	5	concrete	concrete	NOUN
fis-3072	67	6	and	and	CCONJ
fis-3072	67	7	the	the	DET
fis-3072	67	8	modulus	modulus	NOUN
fis-3072	67	9	of	of	ADP
fis-3072	67	10	elasticity	elasticity	NOUN
fis-3072	67	11	were	be	AUX
fis-3072	67	12	measured	measure	VERB
fis-3072	67	13	on	on	ADP
fis-3072	67	14	cylindrical	cylindrical	ADJ
fis-3072	67	15	specimens	specimen	NOUN
fis-3072	67	16	150/300	150/300	PROPN
fis-3072	67	17	mm	mm	INTJ
fis-3072	67	18	whereas	whereas	SCONJ
fis-3072	67	19	the	the	DET
fis-3072	67	20	tensile	tensile	NOUN
fis-3072	67	21	strength	strength	NOUN
fis-3072	67	22	of	of	ADP
fis-3072	67	23	concrete	concrete	NOUN
fis-3072	67	24	was	be	AUX
fis-3072	67	25	tested	test	VERB
fis-3072	67	26	using	use	VERB
fis-3072	67	27	the	the	DET
fis-3072	67	28	splitting	splitting	NOUN
fis-3072	67	29	test	test	NOUN
fis-3072	67	30	on	on	ADP
fis-3072	67	31	cubic	cubic	ADJ
fis-3072	67	32	specimens	specimen	NOUN
fis-3072	67	33	150/150/150	150/150/150	NUM
fis-3072	67	34	mm	mm	NOUN
fis-3072	67	35	.	.	PUNCT
fis-3072	68	1	the	the	DET
fis-3072	68	2	obtained	obtain	VERB
fis-3072	68	3	results	result	NOUN
fis-3072	68	4	are	be	AUX
fis-3072	68	5	presented	present	VERB
fis-3072	68	6	in	in	ADP
fis-3072	68	7	tab	tab	NOUN
fis-3072	68	8	.	.	PUNCT
fis-3072	69	1	2	2	X
fis-3072	69	2	.	.	X
fis-3072	69	3	the	the	DET
fis-3072	69	4	uniaxial	uniaxial	ADJ
fis-3072	69	5	tensile	tensile	NOUN
fis-3072	69	6	strength	strength	NOUN
fis-3072	69	7	of	of	ADP
fis-3072	69	8	concrete	concrete	NOUN
fis-3072	69	9	was	be	AUX
fis-3072	69	10	calculated	calculate	VERB
fis-3072	69	11	on	on	ADP
fis-3072	69	12	the	the	DET
fis-3072	69	13	basis	basis	NOUN
fis-3072	69	14	of	of	ADP
fis-3072	69	15	the	the	DET
fis-3072	69	16	splitting	splitting	NOUN
fis-3072	69	17	tensile	tensile	NOUN
fis-3072	69	18	strength	strength	NOUN
fis-3072	69	19	as	as	SCONJ
fis-3072	69	20	it	it	PRON
fis-3072	69	21	is	be	AUX
fis-3072	69	22	recommended	recommend	VERB
fis-3072	69	23	in	in	ADP
fis-3072	69	24	eurocode	eurocode	NOUN
fis-3072	69	25	2	2	NUM
fis-3072	69	26	[	[	X
fis-3072	69	27	10	10	NUM
fis-3072	69	28	]	]	NOUN
fis-3072	69	29	:	:	PUNCT
fis-3072	69	30	fct	fct	PROPN
fis-3072	69	31	=	=	SYM
fis-3072	69	32	0.9fct	0.9fct	NOUN
fis-3072	69	33	,	,	PUNCT
fis-3072	69	34	sp	sp	ADP
fis-3072	69	35	=	=	NOUN
fis-3072	69	36	3.15	3.15	NUM
fis-3072	69	37	mpa	mpa	NOUN
fis-3072	69	38	.	.	PUNCT
fis-3072	70	1	property	property	NOUN
fis-3072	70	2	number	number	NOUN
fis-3072	70	3	of	of	ADP
fis-3072	70	4	specimens	specimen	NOUN
fis-3072	70	5	,	,	PUNCT
fis-3072	70	6	[	[	X
fis-3072	70	7	-	-	PUNCT
fis-3072	70	8	]	]	X
fis-3072	70	9	mean	mean	NOUN
fis-3072	70	10	value	value	NOUN
fis-3072	70	11	,	,	PUNCT
fis-3072	70	12	[	[	X
fis-3072	70	13	mpa	mpa	X
fis-3072	70	14	]	]	X
fis-3072	70	15	standard	standard	ADJ
fis-3072	70	16	deviation	deviation	NOUN
fis-3072	70	17	,	,	PUNCT
fis-3072	70	18	[	[	X
fis-3072	70	19	mpa	mpa	X
fis-3072	70	20	]	]	X
fis-3072	70	21	coefficient	coefficient	NOUN
fis-3072	70	22	of	of	ADP
fis-3072	70	23	variation	variation	NOUN
fis-3072	70	24	,	,	PUNCT
fis-3072	71	1	[	[	X
fis-3072	71	2	%	%	X
fis-3072	71	3	]	]	X
fis-3072	71	4	compressive	compressive	ADJ
fis-3072	71	5	strength	strength	NOUN
fis-3072	71	6	fc	fc	PROPN
fis-3072	71	7	27	27	NUM
fis-3072	71	8	35	35	NUM
fis-3072	71	9	5.6	5.6	NUM
fis-3072	71	10	16	16	NUM
fis-3072	71	11	tensile	tensile	NOUN
fis-3072	71	12	splitting	splitting	NOUN
fis-3072	71	13	strength	strength	NOUN
fis-3072	71	14	fct	fct	NOUN
fis-3072	71	15	,	,	PUNCT
fis-3072	71	16	sp	sp	ADP
fis-3072	71	17	32	32	NUM
fis-3072	71	18	3.5	3.5	NUM
fis-3072	71	19	0.4	0.4	NUM
fis-3072	71	20	11	11	NUM
fis-3072	71	21	modulus	modulus	NOUN
fis-3072	71	22	of	of	ADP
fis-3072	71	23	elasticity	elasticity	NOUN
fis-3072	71	24	ec	ec	PROPN
fis-3072	71	25	19	19	NUM
fis-3072	71	26	41400	41400	NUM
fis-3072	71	27	93650	93650	NUM
fis-3072	71	28	9	9	NUM
fis-3072	71	29	table	table	NOUN
fis-3072	71	30	2	2	NUM
fis-3072	71	31	:	:	PUNCT
fis-3072	71	32	concrete	concrete	ADJ
fis-3072	71	33	properties	property	NOUN
fis-3072	71	34	.	.	PUNCT
fis-3072	72	1	m.	m.	PROPN
fis-3072	72	2	słowik	słowik	PROPN
fis-3072	72	3	,	,	PUNCT
fis-3072	72	4	frattura	frattura	PROPN
fis-3072	72	5	ed	ed	PROPN
fis-3072	72	6	integrità	integrità	PROPN
fis-3072	72	7	strutturale	strutturale	PROPN
fis-3072	72	8	,	,	PUNCT
fis-3072	72	9	57	57	NUM
fis-3072	72	10	(	(	PUNCT
fis-3072	72	11	2021	2021	NUM
fis-3072	72	12	)	)	PUNCT
fis-3072	72	13	321	321	NUM
fis-3072	72	14	-	-	SYM
fis-3072	72	15	330	330	NUM
fis-3072	72	16	;	;	PUNCT
fis-3072	72	17	doi	doi	NOUN
fis-3072	72	18	:	:	PUNCT
fis-3072	72	19	10.3221	10.3221	NUM
fis-3072	72	20	/	/	SYM
fis-3072	72	21	igf	igf	PROPN
fis-3072	72	22	-	-	ADJ
fis-3072	72	23	esis.57.23	esis.57.23	PROPN
fis-3072	72	24	324	324	NUM
fis-3072	72	25	the	the	DET
fis-3072	72	26	beams	beam	NOUN
fis-3072	72	27	were	be	AUX
fis-3072	72	28	loaded	load	VERB
fis-3072	72	29	up	up	ADP
fis-3072	72	30	to	to	ADP
fis-3072	72	31	failure	failure	NOUN
fis-3072	72	32	.	.	PUNCT
fis-3072	73	1	the	the	DET
fis-3072	73	2	applied	apply	VERB
fis-3072	73	3	load	load	NOUN
fis-3072	73	4	increased	increase	VERB
fis-3072	73	5	gradually	gradually	ADV
fis-3072	73	6	and	and	CCONJ
fis-3072	73	7	the	the	DET
fis-3072	73	8	cracks	crack	NOUN
fis-3072	73	9	’	'	PUNCT
fis-3072	73	10	appearing	appear	VERB
fis-3072	73	11	and	and	CCONJ
fis-3072	73	12	developing	develop	VERB
fis-3072	73	13	were	be	AUX
fis-3072	73	14	monitored	monitor	VERB
fis-3072	73	15	,	,	PUNCT
fis-3072	73	16	and	and	CCONJ
fis-3072	73	17	the	the	DET
fis-3072	73	18	cracks	crack	NOUN
fis-3072	73	19	’	'	PUNCT
fis-3072	73	20	widths	width	NOUN
fis-3072	73	21	were	be	AUX
fis-3072	73	22	measured	measure	VERB
fis-3072	73	23	in	in	ADP
fis-3072	73	24	the	the	DET
fis-3072	73	25	following	follow	VERB
fis-3072	73	26	steps	step	NOUN
fis-3072	73	27	of	of	ADP
fis-3072	73	28	loading	loading	NOUN
fis-3072	73	29	.	.	PUNCT
fis-3072	74	1	the	the	DET
fis-3072	74	2	bond	bond	NOUN
fis-3072	74	3	between	between	ADP
fis-3072	74	4	steel	steel	NOUN
fis-3072	74	5	bars	bar	NOUN
fis-3072	74	6	and	and	CCONJ
fis-3072	74	7	concrete	concrete	NOUN
fis-3072	74	8	was	be	AUX
fis-3072	74	9	monitored	monitor	VERB
fis-3072	74	10	during	during	ADP
fis-3072	74	11	the	the	DET
fis-3072	74	12	test	test	NOUN
fis-3072	74	13	.	.	PUNCT
fis-3072	75	1	for	for	ADP
fis-3072	75	2	this	this	DET
fis-3072	75	3	purpose	purpose	NOUN
fis-3072	75	4	,	,	PUNCT
fis-3072	75	5	steel	steel	NOUN
fis-3072	75	6	bars	bar	NOUN
fis-3072	75	7	were	be	AUX
fis-3072	75	8	lengthened	lengthen	VERB
fis-3072	75	9	out	out	ADP
fis-3072	75	10	of	of	ADP
fis-3072	75	11	the	the	DET
fis-3072	75	12	beam	beam	NOUN
fis-3072	75	13	and	and	CCONJ
fis-3072	75	14	dial	dial	NOUN
fis-3072	75	15	test	test	NOUN
fis-3072	75	16	gaudes	gaude	NOUN
fis-3072	75	17	were	be	AUX
fis-3072	75	18	placed	place	VERB
fis-3072	75	19	on	on	ADP
fis-3072	75	20	the	the	DET
fis-3072	75	21	ends	end	NOUN
fis-3072	75	22	of	of	ADP
fis-3072	75	23	bars	bar	NOUN
fis-3072	75	24	having	have	VERB
fis-3072	75	25	the	the	DET
fis-3072	75	26	contact	contact	NOUN
fis-3072	75	27	with	with	ADP
fis-3072	75	28	the	the	DET
fis-3072	75	29	beam	beam	NOUN
fis-3072	75	30	’s	’s	PART
fis-3072	75	31	edge	edge	NOUN
fis-3072	75	32	.	.	PUNCT
fis-3072	76	1	the	the	DET
fis-3072	76	2	slip	slip	NOUN
fis-3072	76	3	of	of	ADP
fis-3072	76	4	steel	steel	NOUN
fis-3072	76	5	bars	bar	NOUN
fis-3072	76	6	was	be	AUX
fis-3072	76	7	not	not	PART
fis-3072	76	8	observed	observe	VERB
fis-3072	76	9	during	during	ADP
fis-3072	76	10	the	the	DET
fis-3072	76	11	experiment	experiment	NOUN
fis-3072	76	12	what	what	PRON
fis-3072	76	13	confirmed	confirm	VERB
fis-3072	76	14	that	that	SCONJ
fis-3072	76	15	steel	steel	NOUN
fis-3072	76	16	bars	bar	NOUN
fis-3072	76	17	were	be	AUX
fis-3072	76	18	correctly	correctly	ADV
fis-3072	76	19	bonded	bond	VERB
fis-3072	76	20	and	and	CCONJ
fis-3072	76	21	an	an	DET
fis-3072	76	22	un	un	ADJ
fis-3072	76	23	-	-	ADJ
fis-3072	76	24	anchor	anchor	ADJ
fis-3072	76	25	failure	failure	NOUN
fis-3072	76	26	had	have	VERB
fis-3072	76	27	no	no	DET
fis-3072	76	28	place	place	NOUN
fis-3072	76	29	.	.	PUNCT
fis-3072	77	1	the	the	DET
fis-3072	77	2	instrumentation	instrumentation	NOUN
fis-3072	77	3	for	for	ADP
fis-3072	77	4	bond	bond	NOUN
fis-3072	77	5	checking	checking	NOUN
fis-3072	77	6	is	be	AUX
fis-3072	77	7	presented	present	VERB
fis-3072	77	8	in	in	ADP
fis-3072	77	9	fig	fig	NOUN
fis-3072	77	10	.	.	PUNCT
fis-3072	78	1	3	3	X
fis-3072	78	2	.	.	X
fis-3072	78	3	figure	figure	NOUN
fis-3072	78	4	3	3	NUM
fis-3072	78	5	:	:	PUNCT
fis-3072	78	6	bond	bond	NOUN
fis-3072	78	7	checking	checking	NOUN
fis-3072	78	8	.	.	PUNCT
fis-3072	79	1	all	all	DET
fis-3072	79	2	beams	beam	NOUN
fis-3072	79	3	failed	fail	VERB
fis-3072	79	4	due	due	ADP
fis-3072	79	5	to	to	ADP
fis-3072	79	6	the	the	DET
fis-3072	79	7	propagation	propagation	NOUN
fis-3072	79	8	of	of	ADP
fis-3072	79	9	inclined	inclined	ADJ
fis-3072	79	10	cracks	crack	NOUN
fis-3072	79	11	and	and	CCONJ
fis-3072	79	12	the	the	DET
fis-3072	79	13	shear	shear	NOUN
fis-3072	79	14	governed	govern	VERB
fis-3072	79	15	the	the	DET
fis-3072	79	16	failure	failure	NOUN
fis-3072	79	17	.	.	PUNCT
fis-3072	80	1	the	the	DET
fis-3072	80	2	load	load	NOUN
fis-3072	80	3	applied	apply	VERB
fis-3072	80	4	on	on	ADP
fis-3072	80	5	the	the	DET
fis-3072	80	6	beams	beam	NOUN
fis-3072	80	7	at	at	ADP
fis-3072	80	8	the	the	DET
fis-3072	80	9	failure	failure	NOUN
fis-3072	80	10	was	be	AUX
fis-3072	80	11	read	read	VERB
fis-3072	80	12	from	from	ADP
fis-3072	80	13	the	the	DET
fis-3072	80	14	testing	testing	NOUN
fis-3072	80	15	machine	machine	NOUN
fis-3072	80	16	pult	pult	PROPN
fis-3072	80	17	and	and	CCONJ
fis-3072	80	18	the	the	DET
fis-3072	80	19	ultimate	ultimate	ADJ
fis-3072	80	20	shear	shear	NOUN
fis-3072	80	21	force	force	PROPN
fis-3072	80	22	vult	vult	PROPN
fis-3072	80	23	was	be	AUX
fis-3072	80	24	calculated	calculate	VERB
fis-3072	80	25	according	accord	VERB
fis-3072	80	26	to	to	ADP
fis-3072	80	27	the	the	DET
fis-3072	80	28	schemes	scheme	NOUN
fis-3072	80	29	presented	present	VERB
fis-3072	80	30	in	in	ADP
fis-3072	80	31	fig	fig	NOUN
fis-3072	80	32	.	.	PUNCT
fis-3072	81	1	2	2	NUM
fis-3072	81	2	(	(	PUNCT
fis-3072	81	3	p	p	NOUN
fis-3072	81	4	=	=	SYM
fis-3072	81	5	2	2	NUM
fis-3072	81	6	f	f	NOUN
fis-3072	81	7	)	)	PUNCT
fis-3072	81	8	.	.	PUNCT
fis-3072	82	1	the	the	DET
fis-3072	82	2	ultimate	ultimate	ADJ
fis-3072	82	3	loads	load	NOUN
fis-3072	82	4	pult	pult	PROPN
fis-3072	82	5	and	and	CCONJ
fis-3072	82	6	ultimate	ultimate	ADJ
fis-3072	82	7	shear	shear	NOUN
fis-3072	82	8	forces	force	NOUN
fis-3072	82	9	vult	vult	NOUN
fis-3072	82	10	of	of	ADP
fis-3072	82	11	tested	test	VERB
fis-3072	82	12	beams	beam	NOUN
fis-3072	82	13	are	be	AUX
fis-3072	82	14	presented	present	VERB
fis-3072	82	15	in	in	ADP
fis-3072	82	16	tab	tab	NOUN
fis-3072	82	17	.	.	PUNCT
fis-3072	83	1	3	3	X
fis-3072	83	2	.	.	X
fis-3072	83	3	a	a	DET
fis-3072	83	4	significantly	significantly	ADV
fis-3072	83	5	lower	low	ADJ
fis-3072	83	6	shear	shear	NOUN
fis-3072	83	7	capacity	capacity	NOUN
fis-3072	83	8	vult	vult	NOUN
fis-3072	83	9	were	be	AUX
fis-3072	83	10	observed	observe	VERB
fis-3072	83	11	in	in	ADP
fis-3072	83	12	longer	long	ADJ
fis-3072	83	13	beams	beam	NOUN
fis-3072	83	14	characterized	characterize	VERB
fis-3072	83	15	by	by	ADP
fis-3072	83	16	the	the	DET
fis-3072	83	17	shear	shear	NOUN
fis-3072	83	18	span	span	NOUN
fis-3072	83	19	-	-	PUNCT
fis-3072	83	20	to	to	ADP
fis-3072	83	21	-	-	PUNCT
fis-3072	83	22	depth	depth	NOUN
fis-3072	83	23	ratio	ratio	NOUN
fis-3072	83	24	4.1	4.1	NUM
fis-3072	83	25	and	and	CCONJ
fis-3072	83	26	3.4	3.4	NUM
fis-3072	83	27	comparing	compare	VERB
fis-3072	83	28	to	to	ADP
fis-3072	83	29	the	the	DET
fis-3072	83	30	shear	shear	NOUN
fis-3072	83	31	forces	force	NOUN
fis-3072	83	32	at	at	ADP
fis-3072	83	33	failure	failure	NOUN
fis-3072	83	34	in	in	ADP
fis-3072	83	35	short	short	ADJ
fis-3072	83	36	beams	beam	NOUN
fis-3072	83	37	,	,	PUNCT
fis-3072	83	38	in	in	ADP
fis-3072	83	39	which	which	PRON
fis-3072	83	40	a	a	X
fis-3072	83	41	/	/	SYM
fis-3072	83	42	d	d	NOUN
fis-3072	83	43	was	be	AUX
fis-3072	83	44	2.3	2.3	NUM
fis-3072	83	45	and	and	CCONJ
fis-3072	83	46	1.8	1.8	NUM
fis-3072	83	47	.	.	PUNCT
fis-3072	84	1	the	the	DET
fis-3072	84	2	obtained	obtain	VERB
fis-3072	84	3	results	result	NOUN
fis-3072	84	4	were	be	AUX
fis-3072	84	5	juxtaposed	juxtapose	VERB
fis-3072	84	6	with	with	ADP
fis-3072	84	7	some	some	DET
fis-3072	84	8	test	test	NOUN
fis-3072	84	9	results	result	NOUN
fis-3072	84	10	reported	report	VERB
fis-3072	84	11	by	by	ADP
fis-3072	84	12	kani	kani	NOUN
fis-3072	84	13	[	[	X
fis-3072	84	14	2	2	NUM
fis-3072	84	15	]	]	PUNCT
fis-3072	84	16	.	.	PUNCT
fis-3072	85	1	although	although	SCONJ
fis-3072	85	2	both	both	DET
fis-3072	85	3	experiments	experiment	NOUN
fis-3072	85	4	were	be	AUX
fis-3072	85	5	performed	perform	VERB
fis-3072	85	6	in	in	ADP
fis-3072	85	7	similar	similar	ADJ
fis-3072	85	8	conditions	condition	NOUN
fis-3072	85	9	,	,	PUNCT
fis-3072	85	10	the	the	DET
fis-3072	85	11	shear	shear	NOUN
fis-3072	85	12	forces	force	NOUN
fis-3072	85	13	at	at	ADP
fis-3072	85	14	failure	failure	NOUN
fis-3072	85	15	could	could	AUX
fis-3072	85	16	not	not	PART
fis-3072	85	17	be	be	AUX
fis-3072	85	18	compared	compare	VERB
fis-3072	85	19	directly	directly	ADV
fis-3072	85	20	because	because	SCONJ
fis-3072	85	21	the	the	DET
fis-3072	85	22	dimensions	dimension	NOUN
fis-3072	85	23	of	of	ADP
fis-3072	85	24	the	the	DET
fis-3072	85	25	beams	beam	NOUN
fis-3072	85	26	tested	test	VERB
fis-3072	85	27	by	by	ADP
fis-3072	85	28	kani	kani	NOUN
fis-3072	85	29	and	and	CCONJ
fis-3072	85	30	the	the	DET
fis-3072	85	31	dimensions	dimension	NOUN
fis-3072	85	32	of	of	ADP
fis-3072	85	33	the	the	DET
fis-3072	85	34	beams	beam	NOUN
fis-3072	85	35	from	from	ADP
fis-3072	85	36	the	the	DET
fis-3072	85	37	own	own	ADJ
fis-3072	85	38	test	test	NOUN
fis-3072	85	39	differed	differ	VERB
fis-3072	85	40	a	a	DET
fis-3072	85	41	little	little	ADJ
fis-3072	85	42	.	.	PUNCT
fis-3072	86	1	therefore	therefore	ADV
fis-3072	86	2	,	,	PUNCT
fis-3072	86	3	the	the	DET
fis-3072	86	4	relationships	relationship	NOUN
fis-3072	86	5	of	of	ADP
fis-3072	86	6	the	the	DET
fis-3072	86	7	ultimate	ultimate	ADJ
fis-3072	86	8	shear	shear	NOUN
fis-3072	86	9	stress	stress	NOUN
fis-3072	86	10	ult	ult	PROPN
fis-3072	86	11	=	=	SYM
fis-3072	86	12	vult	vult	PROPN
fis-3072	86	13	/(bd	/(bd	PUNCT
fis-3072	86	14	)	)	PUNCT
fis-3072	86	15	versus	versus	ADP
fis-3072	86	16	the	the	DET
fis-3072	86	17	shear	shear	NOUN
fis-3072	86	18	span	span	NOUN
fis-3072	86	19	-	-	PUNCT
fis-3072	86	20	to	to	ADP
fis-3072	86	21	-	-	PUNCT
fis-3072	86	22	depth	depth	NOUN
fis-3072	86	23	ratio	ratio	NOUN
fis-3072	86	24	a	a	DET
fis-3072	86	25	/	/	SYM
fis-3072	86	26	d	d	NOUN
fis-3072	86	27	were	be	AUX
fis-3072	86	28	confronted	confront	VERB
fis-3072	86	29	.	.	PUNCT
fis-3072	87	1	the	the	DET
fis-3072	87	2	comparison	comparison	NOUN
fis-3072	87	3	which	which	PRON
fis-3072	87	4	is	be	AUX
fis-3072	87	5	demonstrated	demonstrate	VERB
fis-3072	87	6	in	in	ADP
fis-3072	87	7	fig	fig	NOUN
fis-3072	87	8	.	.	PUNCT
fis-3072	88	1	4	4	NUM
fis-3072	88	2	revealed	reveal	VERB
fis-3072	88	3	satisfactory	satisfactory	ADJ
fis-3072	88	4	agreement	agreement	NOUN
fis-3072	88	5	of	of	ADP
fis-3072	88	6	test	test	NOUN
fis-3072	88	7	results	result	NOUN
fis-3072	88	8	.	.	PUNCT
fis-3072	89	1	beam	beam	PROPN
fis-3072	89	2	shear	shear	PROPN
fis-3072	89	3	span	span	PROPN
fis-3072	89	4	-	-	PUNCT
fis-3072	89	5	to	to	ADP
fis-3072	89	6	-	-	PUNCT
fis-3072	89	7	depth	depth	NOUN
fis-3072	89	8	ratio	ratio	NOUN
fis-3072	89	9	,	,	PUNCT
fis-3072	89	10	a	a	DET
fis-3072	89	11	/	/	SYM
fis-3072	89	12	d	d	NOUN
fis-3072	89	13	[	[	X
fis-3072	89	14	-	-	PUNCT
fis-3072	89	15	]	]	X
fis-3072	89	16	applied	apply	VERB
fis-3072	89	17	load	load	NOUN
fis-3072	89	18	,	,	PUNCT
fis-3072	89	19	pult	pult	PROPN
fis-3072	90	1	[	[	X
fis-3072	90	2	kn	kn	X
fis-3072	90	3	]	]	X
fis-3072	90	4	shear	shear	NOUN
fis-3072	90	5	capacity	capacity	NOUN
fis-3072	90	6	,	,	PUNCT
fis-3072	90	7	vult	vult	PROPN
fis-3072	91	1	[	[	X
fis-3072	91	2	kn	kn	X
fis-3072	91	3	]	]	X
fis-3072	91	4	ultimate	ultimate	ADJ
fis-3072	91	5	shear	shear	NOUN
fis-3072	91	6	stress	stress	NOUN
fis-3072	91	7	,	,	PUNCT
fis-3072	91	8	ult	ult	PROPN
fis-3072	91	9	=	=	SYM
fis-3072	91	10	vult	vult	PROPN
fis-3072	91	11	/(bd	/(bd	PUNCT
fis-3072	91	12	)	)	PUNCT
fis-3072	92	1	[	[	X
fis-3072	92	2	mpa	mpa	X
fis-3072	92	3	]	]	X
fis-3072	92	4	slender	slender	ADJ
fis-3072	92	5	beam	beam	NOUN
fis-3072	92	6	oi-1	oi-1	PUNCT
fis-3072	92	7	4.1	4.1	NUM
fis-3072	92	8	90.0	90.0	NUM
fis-3072	92	9	45.0	45.0	NUM
fis-3072	92	10	1.50	1.50	NUM
fis-3072	92	11	slender	slender	NOUN
fis-3072	92	12	beam	beam	NOUN
fis-3072	92	13	oi-2	oi-2	ADV
fis-3072	92	14	3.4	3.4	NUM
fis-3072	92	15	87.0	87.0	NUM
fis-3072	92	16	43.5	43.5	NUM
fis-3072	92	17	1.45	1.45	NUM
fis-3072	92	18	short	short	ADJ
fis-3072	92	19	beam	beam	NOUN
fis-3072	92	20	pi-2	pi-2	PART
fis-3072	92	21	2.3	2.3	NUM
fis-3072	92	22	142.0	142.0	NUM
fis-3072	92	23	71.0	71.0	NUM
fis-3072	92	24	2.34	2.34	NUM
fis-3072	92	25	short	short	ADJ
fis-3072	92	26	beam	beam	NOUN
fis-3072	92	27	pi-1	pi-1	ADJ
fis-3072	92	28	1.8	1.8	NUM
fis-3072	92	29	180.0	180.0	NUM
fis-3072	92	30	90.0	90.0	NUM
fis-3072	92	31	3.00	3.00	NUM
fis-3072	92	32	table	table	NOUN
fis-3072	92	33	3	3	NUM
fis-3072	92	34	:	:	PUNCT
fis-3072	92	35	shear	shear	NOUN
fis-3072	92	36	capacity	capacity	NOUN
fis-3072	92	37	of	of	ADP
fis-3072	92	38	the	the	DET
fis-3072	92	39	beams	beam	NOUN
fis-3072	92	40	.	.	PUNCT
fis-3072	93	1	figure	figure	VERB
fis-3072	93	2	4	4	NUM
fis-3072	93	3	:	:	PUNCT
fis-3072	93	4	comparison	comparison	NOUN
fis-3072	93	5	of	of	ADP
fis-3072	93	6	test	test	NOUN
fis-3072	93	7	results	result	NOUN
fis-3072	93	8	.	.	PUNCT
fis-3072	94	1	m.	m.	PROPN
fis-3072	94	2	słowik	słowik	PROPN
fis-3072	94	3	,	,	PUNCT
fis-3072	94	4	frattura	frattura	PROPN
fis-3072	94	5	ed	ed	PROPN
fis-3072	94	6	integrità	integrità	PROPN
fis-3072	94	7	strutturale	strutturale	PROPN
fis-3072	94	8	,	,	PUNCT
fis-3072	94	9	57	57	NUM
fis-3072	94	10	(	(	PUNCT
fis-3072	94	11	2021	2021	NUM
fis-3072	94	12	)	)	PUNCT
fis-3072	94	13	321	321	NUM
fis-3072	94	14	-	-	SYM
fis-3072	94	15	330	330	NUM
fis-3072	94	16	;	;	PUNCT
fis-3072	94	17	doi	doi	NOUN
fis-3072	94	18	:	:	PUNCT
fis-3072	94	19	10.3221	10.3221	NUM
fis-3072	94	20	/	/	SYM
fis-3072	94	21	igf	igf	PROPN
fis-3072	94	22	-	-	ADJ
fis-3072	94	23	esis.57.23	esis.57.23	PROPN
fis-3072	94	24	325	325	NUM
fis-3072	94	25	when	when	SCONJ
fis-3072	94	26	analyzing	analyze	VERB
fis-3072	94	27	test	test	NOUN
fis-3072	94	28	results	result	NOUN
fis-3072	94	29	presented	present	VERB
fis-3072	94	30	in	in	ADP
fis-3072	94	31	fig	fig	NOUN
fis-3072	94	32	.	.	PUNCT
fis-3072	95	1	4	4	NUM
fis-3072	96	1	it	it	PRON
fis-3072	96	2	was	be	AUX
fis-3072	96	3	concluded	conclude	VERB
fis-3072	96	4	that	that	SCONJ
fis-3072	96	5	the	the	DET
fis-3072	96	6	shear	shear	NOUN
fis-3072	96	7	span	span	NOUN
fis-3072	96	8	-	-	PUNCT
fis-3072	96	9	to	to	ADP
fis-3072	96	10	depth	depth	NOUN
fis-3072	96	11	ratio	ratio	NOUN
fis-3072	96	12	had	have	VERB
fis-3072	96	13	a	a	DET
fis-3072	96	14	considerable	considerable	ADJ
fis-3072	96	15	influence	influence	NOUN
fis-3072	96	16	on	on	ADP
fis-3072	96	17	the	the	DET
fis-3072	96	18	ultimate	ultimate	ADJ
fis-3072	96	19	shear	shear	NOUN
fis-3072	96	20	stress	stress	NOUN
fis-3072	96	21	of	of	ADP
fis-3072	96	22	reinforced	reinforce	VERB
fis-3072	96	23	concrete	concrete	ADJ
fis-3072	96	24	beams	beam	NOUN
fis-3072	96	25	without	without	ADP
fis-3072	96	26	transverse	transverse	NOUN
fis-3072	96	27	reinforcement	reinforcement	NOUN
fis-3072	96	28	.	.	PUNCT
fis-3072	97	1	it	it	PRON
fis-3072	97	2	was	be	AUX
fis-3072	97	3	observed	observe	VERB
fis-3072	97	4	that	that	SCONJ
fis-3072	97	5	the	the	DET
fis-3072	97	6	decrease	decrease	NOUN
fis-3072	97	7	in	in	ADP
fis-3072	97	8	the	the	DET
fis-3072	97	9	shear	shear	NOUN
fis-3072	97	10	span	span	NOUN
fis-3072	97	11	-	-	PUNCT
fis-3072	97	12	to	to	ADP
fis-3072	97	13	-	-	PUNCT
fis-3072	97	14	depth	depth	NOUN
fis-3072	97	15	ratio	ratio	NOUN
fis-3072	97	16	resulted	result	VERB
fis-3072	97	17	in	in	ADP
fis-3072	97	18	the	the	DET
fis-3072	97	19	increase	increase	NOUN
fis-3072	97	20	in	in	ADP
fis-3072	97	21	the	the	DET
fis-3072	97	22	ultimate	ultimate	ADJ
fis-3072	97	23	shear	shear	NOUN
fis-3072	97	24	stress	stress	NOUN
fis-3072	97	25	and	and	CCONJ
fis-3072	97	26	this	this	DET
fis-3072	97	27	tendency	tendency	NOUN
fis-3072	97	28	appeared	appear	VERB
fis-3072	97	29	to	to	PART
fis-3072	97	30	be	be	AUX
fis-3072	97	31	more	more	ADV
fis-3072	97	32	significant	significant	ADJ
fis-3072	97	33	when	when	SCONJ
fis-3072	97	34	a	a	PRON
fis-3072	97	35	/	/	SYM
fis-3072	97	36	d	d	X
fis-3072	97	37	<	<	X
fis-3072	97	38	2.5	2.5	NUM
fis-3072	97	39	.	.	PUNCT
fis-3072	98	1	when	when	SCONJ
fis-3072	98	2	the	the	DET
fis-3072	98	3	shear	shear	NOUN
fis-3072	98	4	span	span	VERB
fis-3072	98	5	to	to	ADP
fis-3072	98	6	-	-	PUNCT
fis-3072	98	7	depth	depth	NOUN
fis-3072	98	8	ratio	ratio	NOUN
fis-3072	98	9	was	be	AUX
fis-3072	98	10	a	a	DET
fis-3072	98	11	/	/	SYM
fis-3072	98	12	d	d	ADP
fis-3072	98	13	2.5	2.5	NUM
fis-3072	98	14	(	(	PUNCT
fis-3072	98	15	such	such	DET
fis-3072	98	16	a	a	PRON
fis-3072	98	17	/	/	SYM
fis-3072	98	18	d	d	NOUN
fis-3072	98	19	is	be	AUX
fis-3072	98	20	typical	typical	ADJ
fis-3072	98	21	for	for	ADP
fis-3072	98	22	slender	slender	ADJ
fis-3072	98	23	beams	beam	NOUN
fis-3072	98	24	)	)	PUNCT
fis-3072	98	25	the	the	DET
fis-3072	98	26	shear	shear	NOUN
fis-3072	98	27	capacity	capacity	NOUN
fis-3072	98	28	was	be	AUX
fis-3072	98	29	relatively	relatively	ADV
fis-3072	98	30	low	low	ADJ
fis-3072	98	31	whereas	whereas	SCONJ
fis-3072	98	32	when	when	SCONJ
fis-3072	98	33	the	the	DET
fis-3072	98	34	shear	shear	NOUN
fis-3072	98	35	span	span	NOUN
fis-3072	98	36	-	-	PUNCT
fis-3072	98	37	to	to	ADP
fis-3072	98	38	-	-	PUNCT
fis-3072	98	39	depth	depth	NOUN
fis-3072	98	40	ratio	ratio	NOUN
fis-3072	98	41	did	do	AUX
fis-3072	98	42	not	not	PART
fis-3072	98	43	exceed	exceed	VERB
fis-3072	98	44	2.5	2.5	NUM
fis-3072	98	45	(	(	PUNCT
fis-3072	98	46	such	such	DET
fis-3072	98	47	a	a	PRON
fis-3072	98	48	/	/	SYM
fis-3072	98	49	d	d	NOUN
fis-3072	98	50	characterizes	characterize	VERB
fis-3072	98	51	short	short	ADJ
fis-3072	98	52	beams	beam	NOUN
fis-3072	98	53	)	)	PUNCT
fis-3072	98	54	the	the	DET
fis-3072	98	55	shear	shear	NOUN
fis-3072	98	56	capacity	capacity	NOUN
fis-3072	98	57	was	be	AUX
fis-3072	98	58	noticeable	noticeable	ADJ
fis-3072	98	59	higher	high	ADJ
fis-3072	98	60	.	.	PUNCT
fis-3072	99	1	in	in	ADP
fis-3072	99	2	order	order	NOUN
fis-3072	99	3	to	to	PART
fis-3072	99	4	explain	explain	VERB
fis-3072	99	5	a	a	DET
fis-3072	99	6	significantly	significantly	ADV
fis-3072	99	7	higher	high	ADJ
fis-3072	99	8	load	load	NOUN
fis-3072	99	9	capacity	capacity	NOUN
fis-3072	99	10	obtained	obtain	VERB
fis-3072	99	11	in	in	ADP
fis-3072	99	12	short	short	ADJ
fis-3072	99	13	beams	beam	NOUN
fis-3072	99	14	comparing	compare	VERB
fis-3072	99	15	to	to	ADP
fis-3072	99	16	shear	shear	ADJ
fis-3072	99	17	capacity	capacity	NOUN
fis-3072	99	18	in	in	ADP
fis-3072	99	19	slender	slender	ADJ
fis-3072	99	20	beams	beam	NOUN
fis-3072	99	21	,	,	PUNCT
fis-3072	99	22	the	the	DET
fis-3072	99	23	analysis	analysis	NOUN
fis-3072	99	24	of	of	ADP
fis-3072	99	25	failure	failure	NOUN
fis-3072	99	26	process	process	NOUN
fis-3072	99	27	in	in	ADP
fis-3072	99	28	the	the	DET
fis-3072	99	29	beams	beam	NOUN
fis-3072	99	30	according	accord	VERB
fis-3072	99	31	to	to	ADP
fis-3072	99	32	the	the	DET
fis-3072	99	33	beams	beam	NOUN
fis-3072	99	34	’	’	PART
fis-3072	99	35	span	span	NOUN
fis-3072	99	36	and	and	CCONJ
fis-3072	99	37	the	the	DET
fis-3072	99	38	shear	shear	NOUN
fis-3072	99	39	span	span	NOUN
fis-3072	99	40	-	-	PUNCT
fis-3072	99	41	to	to	ADP
fis-3072	99	42	-	-	PUNCT
fis-3072	99	43	depth	depth	NOUN
fis-3072	99	44	ratio	ratio	NOUN
fis-3072	99	45	was	be	AUX
fis-3072	99	46	performed	perform	VERB
fis-3072	99	47	.	.	PUNCT
fis-3072	100	1	analysis	analysis	NOUN
fis-3072	100	2	of	of	ADP
fis-3072	100	3	crack	crack	NOUN
fis-3072	100	4	propagation	propagation	NOUN
fis-3072	100	5	and	and	CCONJ
fis-3072	100	6	type	type	NOUN
fis-3072	100	7	of	of	ADP
fis-3072	100	8	failure	failure	NOUN
fis-3072	100	9	hen	hen	NOUN
fis-3072	100	10	monitoring	monitor	VERB
fis-3072	100	11	the	the	DET
fis-3072	100	12	cracks	crack	NOUN
fis-3072	100	13	appearance	appearance	NOUN
fis-3072	100	14	and	and	CCONJ
fis-3072	100	15	development	development	NOUN
fis-3072	100	16	in	in	ADP
fis-3072	100	17	tested	test	VERB
fis-3072	100	18	beams	beam	NOUN
fis-3072	100	19	as	as	ADV
fis-3072	100	20	well	well	ADV
fis-3072	100	21	as	as	ADP
fis-3072	100	22	analyzing	analyze	VERB
fis-3072	100	23	crack	crack	NOUN
fis-3072	100	24	widths	width	NOUN
fis-3072	100	25	,	,	PUNCT
fis-3072	100	26	several	several	ADJ
fis-3072	100	27	observations	observation	NOUN
fis-3072	100	28	were	be	AUX
fis-3072	100	29	made	make	VERB
fis-3072	100	30	.	.	PUNCT
fis-3072	101	1	flexural	flexural	ADJ
fis-3072	101	2	cracks	crack	NOUN
fis-3072	101	3	appeared	appear	VERB
fis-3072	101	4	as	as	ADP
fis-3072	101	5	first	first	ADV
fis-3072	101	6	in	in	ADP
fis-3072	101	7	all	all	DET
fis-3072	101	8	beams	beam	NOUN
fis-3072	101	9	.	.	PUNCT
fis-3072	102	1	due	due	ADP
fis-3072	102	2	to	to	ADP
fis-3072	102	3	a	a	DET
fis-3072	102	4	relatively	relatively	ADV
fis-3072	102	5	high	high	ADJ
fis-3072	102	6	ratio	ratio	NOUN
fis-3072	102	7	of	of	ADP
fis-3072	102	8	longitudinal	longitudinal	ADJ
fis-3072	102	9	reinforcement	reinforcement	NOUN
fis-3072	102	10	,	,	PUNCT
fis-3072	102	11	the	the	DET
fis-3072	102	12	steel	steel	NOUN
fis-3072	102	13	bars	bar	NOUN
fis-3072	102	14	provided	provide	VERB
fis-3072	102	15	considerable	considerable	ADJ
fis-3072	102	16	resistance	resistance	NOUN
fis-3072	102	17	to	to	ADP
fis-3072	102	18	the	the	DET
fis-3072	102	19	opening	opening	NOUN
fis-3072	102	20	of	of	ADP
fis-3072	102	21	the	the	DET
fis-3072	102	22	flexural	flexural	ADJ
fis-3072	102	23	cracks	crack	NOUN
fis-3072	102	24	in	in	ADP
fis-3072	102	25	the	the	DET
fis-3072	102	26	region	region	NOUN
fis-3072	102	27	of	of	ADP
fis-3072	102	28	the	the	DET
fis-3072	102	29	maximum	maximum	ADJ
fis-3072	102	30	bending	bend	VERB
fis-3072	102	31	moment	moment	NOUN
fis-3072	102	32	.	.	PUNCT
fis-3072	103	1	therefore	therefore	ADV
fis-3072	103	2	,	,	PUNCT
fis-3072	103	3	several	several	ADJ
fis-3072	103	4	flexural	flexural	ADJ
fis-3072	103	5	cracks	crack	NOUN
fis-3072	103	6	developed	develop	VERB
fis-3072	103	7	and	and	CCONJ
fis-3072	103	8	the	the	DET
fis-3072	103	9	number	number	NOUN
fis-3072	103	10	of	of	ADP
fis-3072	103	11	flexural	flexural	ADJ
fis-3072	103	12	cracks	crack	NOUN
fis-3072	103	13	depended	depend	VERB
fis-3072	103	14	on	on	ADP
fis-3072	103	15	the	the	DET
fis-3072	103	16	beams	beam	NOUN
fis-3072	103	17	’	'	PUNCT
fis-3072	103	18	length	length	NOUN
fis-3072	103	19	.	.	PUNCT
fis-3072	104	1	with	with	ADP
fis-3072	104	2	the	the	DET
fis-3072	104	3	increase	increase	NOUN
fis-3072	104	4	of	of	ADP
fis-3072	104	5	the	the	DET
fis-3072	104	6	beam	beam	NOUN
fis-3072	104	7	’s	’s	PART
fis-3072	104	8	length	length	NOUN
fis-3072	104	9	the	the	DET
fis-3072	104	10	number	number	NOUN
fis-3072	104	11	of	of	ADP
fis-3072	104	12	flexural	flexural	ADJ
fis-3072	104	13	cracks	crack	NOUN
fis-3072	104	14	increased	increase	VERB
fis-3072	104	15	and	and	CCONJ
fis-3072	104	16	the	the	DET
fis-3072	104	17	flexural	flexural	ADJ
fis-3072	104	18	cracks	crack	NOUN
fis-3072	104	19	propagated	propagate	VERB
fis-3072	104	20	deeper	deeply	ADV
fis-3072	104	21	towards	towards	ADP
fis-3072	104	22	the	the	DET
fis-3072	104	23	compression	compression	NOUN
fis-3072	104	24	edge	edge	NOUN
fis-3072	104	25	of	of	ADP
fis-3072	104	26	the	the	DET
fis-3072	104	27	beam	beam	NOUN
fis-3072	104	28	.	.	PUNCT
fis-3072	105	1	as	as	SCONJ
fis-3072	105	2	the	the	DET
fis-3072	105	3	longitudinal	longitudinal	ADJ
fis-3072	105	4	reinforcement	reinforcement	NOUN
fis-3072	105	5	stabilized	stabilize	VERB
fis-3072	105	6	the	the	DET
fis-3072	105	7	propagation	propagation	NOUN
fis-3072	105	8	of	of	ADP
fis-3072	105	9	flexural	flexural	ADJ
fis-3072	105	10	cracks	crack	NOUN
fis-3072	105	11	,	,	PUNCT
fis-3072	105	12	with	with	SCONJ
fis-3072	105	13	the	the	DET
fis-3072	105	14	further	further	ADJ
fis-3072	105	15	load	load	NOUN
fis-3072	105	16	increase	increase	VERB
fis-3072	105	17	diagonal	diagonal	ADJ
fis-3072	105	18	cracks	crack	NOUN
fis-3072	105	19	started	start	VERB
fis-3072	105	20	to	to	PART
fis-3072	105	21	form	form	VERB
fis-3072	105	22	in	in	ADP
fis-3072	105	23	the	the	DET
fis-3072	105	24	support	support	NOUN
fis-3072	105	25	regions	region	NOUN
fis-3072	105	26	.	.	PUNCT
fis-3072	106	1	the	the	DET
fis-3072	106	2	inclination	inclination	NOUN
fis-3072	106	3	of	of	ADP
fis-3072	106	4	cracks	crack	NOUN
fis-3072	106	5	was	be	AUX
fis-3072	106	6	associated	associate	VERB
fis-3072	106	7	with	with	ADP
fis-3072	106	8	the	the	DET
fis-3072	106	9	trajectories	trajectory	NOUN
fis-3072	106	10	of	of	ADP
fis-3072	106	11	principal	principal	ADJ
fis-3072	106	12	stress	stress	NOUN
fis-3072	106	13	due	due	ADP
fis-3072	106	14	to	to	ADP
fis-3072	106	15	the	the	DET
fis-3072	106	16	shear	shear	NOUN
fis-3072	106	17	force	force	NOUN
fis-3072	106	18	and	and	CCONJ
fis-3072	106	19	the	the	DET
fis-3072	106	20	bending	bend	VERB
fis-3072	106	21	moment	moment	NOUN
fis-3072	106	22	acting	act	VERB
fis-3072	106	23	simultaneously	simultaneously	ADV
fis-3072	106	24	in	in	ADP
fis-3072	106	25	cross	cross	NOUN
fis-3072	106	26	sections	section	NOUN
fis-3072	106	27	,	,	PUNCT
fis-3072	106	28	see	see	VERB
fis-3072	106	29	fig	fig	NOUN
fis-3072	106	30	.	.	PUNCT
fis-3072	107	1	5	5	X
fis-3072	107	2	.	.	X
fis-3072	107	3	figure	figure	NOUN
fis-3072	107	4	5	5	NUM
fis-3072	107	5	:	:	PUNCT
fis-3072	107	6	trajectories	trajectory	NOUN
fis-3072	107	7	of	of	ADP
fis-3072	107	8	principal	principal	ADJ
fis-3072	107	9	stress	stress	NOUN
fis-3072	107	10	.	.	PUNCT
fis-3072	108	1	the	the	DET
fis-3072	108	2	inclinations	inclination	NOUN
fis-3072	108	3	and	and	CCONJ
fis-3072	108	4	widths	width	NOUN
fis-3072	108	5	of	of	ADP
fis-3072	108	6	diagonal	diagonal	ADJ
fis-3072	108	7	cracks	crack	NOUN
fis-3072	108	8	as	as	ADV
fis-3072	108	9	well	well	ADV
fis-3072	108	10	as	as	ADP
fis-3072	108	11	the	the	DET
fis-3072	108	12	development	development	NOUN
fis-3072	108	13	of	of	ADP
fis-3072	108	14	the	the	DET
fis-3072	108	15	critical	critical	ADJ
fis-3072	108	16	crack	crack	NOUN
fis-3072	108	17	were	be	AUX
fis-3072	108	18	influenced	influence	VERB
fis-3072	108	19	by	by	ADP
fis-3072	108	20	the	the	DET
fis-3072	108	21	shear	shear	NOUN
fis-3072	108	22	span	span	NOUN
fis-3072	108	23	-	-	PUNCT
fis-3072	108	24	to	to	ADP
fis-3072	108	25	-	-	PUNCT
fis-3072	108	26	depth	depth	NOUN
fis-3072	108	27	ratio	ratio	NOUN
fis-3072	108	28	.	.	PUNCT
fis-3072	109	1	in	in	ADP
fis-3072	109	2	slender	slender	ADJ
fis-3072	109	3	beams	beam	NOUN
fis-3072	109	4	oi-1	oi-1	PUNCT
fis-3072	109	5	and	and	CCONJ
fis-3072	109	6	oi-2	oi-2	PRON
fis-3072	109	7	(	(	PUNCT
fis-3072	109	8	characterized	characterize	VERB
fis-3072	109	9	by	by	ADP
fis-3072	109	10	the	the	DET
fis-3072	109	11	shear	shear	NOUN
fis-3072	109	12	span	span	NOUN
fis-3072	109	13	-	-	PUNCT
fis-3072	109	14	to	to	ADP
fis-3072	109	15	-	-	PUNCT
fis-3072	109	16	depth	depth	NOUN
fis-3072	109	17	ratio	ratio	NOUN
fis-3072	109	18	4.1	4.1	NUM
fis-3072	109	19	and	and	CCONJ
fis-3072	109	20	3.4	3.4	NUM
fis-3072	109	21	)	)	PUNCT
fis-3072	109	22	the	the	DET
fis-3072	109	23	critical	critical	ADJ
fis-3072	109	24	diagonal	diagonal	ADJ
fis-3072	109	25	crack	crack	NOUN
fis-3072	109	26	formed	form	VERB
fis-3072	109	27	in	in	ADP
fis-3072	109	28	one	one	NUM
fis-3072	109	29	side	side	NOUN
fis-3072	109	30	of	of	ADP
fis-3072	109	31	the	the	DET
fis-3072	109	32	beam	beam	NOUN
fis-3072	109	33	,	,	PUNCT
fis-3072	109	34	in	in	ADP
fis-3072	109	35	the	the	DET
fis-3072	109	36	middle	middle	NOUN
fis-3072	109	37	of	of	ADP
fis-3072	109	38	the	the	DET
fis-3072	109	39	support	support	NOUN
fis-3072	109	40	zone	zone	NOUN
fis-3072	109	41	.	.	PUNCT
fis-3072	110	1	shear	shear	NOUN
fis-3072	110	2	failure	failure	NOUN
fis-3072	110	3	in	in	ADP
fis-3072	110	4	slender	slender	ADJ
fis-3072	110	5	beams	beam	NOUN
fis-3072	110	6	was	be	AUX
fis-3072	110	7	caused	cause	VERB
fis-3072	110	8	by	by	ADP
fis-3072	110	9	the	the	DET
fis-3072	110	10	critical	critical	ADJ
fis-3072	110	11	crack	crack	NOUN
fis-3072	110	12	growth	growth	NOUN
fis-3072	110	13	which	which	PRON
fis-3072	110	14	developed	develop	VERB
fis-3072	110	15	from	from	ADP
fis-3072	110	16	the	the	DET
fis-3072	110	17	flexural	flexural	ADJ
fis-3072	110	18	-	-	PUNCT
fis-3072	110	19	shear	shear	NOUN
fis-3072	110	20	crack	crack	NOUN
fis-3072	110	21	.	.	PUNCT
fis-3072	111	1	in	in	ADP
fis-3072	111	2	the	the	DET
fis-3072	111	3	region	region	NOUN
fis-3072	111	4	where	where	SCONJ
fis-3072	111	5	the	the	DET
fis-3072	111	6	longitudinal	longitudinal	ADJ
fis-3072	111	7	reinforcement	reinforcement	NOUN
fis-3072	111	8	could	could	AUX
fis-3072	111	9	not	not	PART
fis-3072	111	10	control	control	VERB
fis-3072	111	11	the	the	DET
fis-3072	111	12	propagation	propagation	NOUN
fis-3072	111	13	of	of	ADP
fis-3072	111	14	the	the	DET
fis-3072	111	15	inclined	inclined	ADJ
fis-3072	111	16	shear	shear	NOUN
fis-3072	111	17	crack	crack	NOUN
fis-3072	111	18	,	,	PUNCT
fis-3072	111	19	the	the	DET
fis-3072	111	20	crack	crack	NOUN
fis-3072	111	21	turned	turn	VERB
fis-3072	111	22	out	out	ADP
fis-3072	111	23	to	to	PART
fis-3072	111	24	be	be	AUX
fis-3072	111	25	unstable	unstable	ADJ
fis-3072	111	26	.	.	PUNCT
fis-3072	112	1	it	it	PRON
fis-3072	112	2	led	lead	VERB
fis-3072	112	3	to	to	ADP
fis-3072	112	4	the	the	DET
fis-3072	112	5	brittle	brittle	ADJ
fis-3072	112	6	collapse	collapse	NOUN
fis-3072	112	7	of	of	ADP
fis-3072	112	8	the	the	DET
fis-3072	112	9	member	member	NOUN
fis-3072	112	10	.	.	PUNCT
fis-3072	113	1	a	a	DET
fis-3072	113	2	different	different	ADJ
fis-3072	113	3	shear	shear	NOUN
fis-3072	113	4	-	-	PUNCT
fis-3072	113	5	transfer	transfer	NOUN
fis-3072	113	6	action	action	NOUN
fis-3072	113	7	was	be	AUX
fis-3072	113	8	observed	observe	VERB
fis-3072	113	9	in	in	ADP
fis-3072	113	10	short	short	ADJ
fis-3072	113	11	beams	beam	NOUN
fis-3072	113	12	pi-2	pi-2	PUNCT
fis-3072	113	13	and	and	CCONJ
fis-3072	113	14	pi-1	pi-1	X
fis-3072	113	15	(	(	PUNCT
fis-3072	113	16	characterized	characterize	VERB
fis-3072	113	17	by	by	ADP
fis-3072	113	18	the	the	DET
fis-3072	113	19	shear	shear	NOUN
fis-3072	113	20	span	span	NOUN
fis-3072	113	21	-	-	PUNCT
fis-3072	113	22	to	to	ADP
fis-3072	113	23	-	-	PUNCT
fis-3072	113	24	depth	depth	NOUN
fis-3072	113	25	ratio	ratio	NOUN
fis-3072	113	26	2.3	2.3	NUM
fis-3072	113	27	and	and	CCONJ
fis-3072	113	28	1.8	1.8	NUM
fis-3072	113	29	)	)	PUNCT
fis-3072	113	30	in	in	ADP
fis-3072	113	31	which	which	PRON
fis-3072	113	32	the	the	DET
fis-3072	113	33	load	load	NOUN
fis-3072	113	34	was	be	AUX
fis-3072	113	35	applied	apply	VERB
fis-3072	113	36	at	at	ADP
fis-3072	113	37	a	a	DET
fis-3072	113	38	short	short	ADJ
fis-3072	113	39	distance	distance	NOUN
fis-3072	113	40	to	to	ADP
fis-3072	113	41	the	the	DET
fis-3072	113	42	supports	support	NOUN
fis-3072	113	43	.	.	PUNCT
fis-3072	114	1	two	two	NUM
fis-3072	114	2	main	main	ADJ
fis-3072	114	3	inclined	incline	VERB
fis-3072	114	4	cracks	crack	NOUN
fis-3072	114	5	propagated	propagate	VERB
fis-3072	114	6	in	in	ADP
fis-3072	114	7	the	the	DET
fis-3072	114	8	direction	direction	NOUN
fis-3072	114	9	between	between	ADP
fis-3072	114	10	the	the	DET
fis-3072	114	11	load	load	NOUN
fis-3072	114	12	application	application	NOUN
fis-3072	114	13	point	point	NOUN
fis-3072	114	14	and	and	CCONJ
fis-3072	114	15	the	the	PRON
fis-3072	114	16	supports	support	VERB
fis-3072	114	17	the	the	DET
fis-3072	114	18	development	development	NOUN
fis-3072	114	19	of	of	ADP
fis-3072	114	20	cracks	crack	NOUN
fis-3072	114	21	had	have	VERB
fis-3072	114	22	a	a	DET
fis-3072	114	23	stable	stable	ADJ
fis-3072	114	24	character	character	NOUN
fis-3072	114	25	and	and	CCONJ
fis-3072	114	26	finally	finally	ADV
fis-3072	114	27	one	one	NUM
fis-3072	114	28	of	of	ADP
fis-3072	114	29	the	the	DET
fis-3072	114	30	inclined	inclined	ADJ
fis-3072	114	31	cracks	crack	NOUN
fis-3072	114	32	predominated	predominate	VERB
fis-3072	114	33	and	and	CCONJ
fis-3072	114	34	provoked	provoke	VERB
fis-3072	114	35	the	the	DET
fis-3072	114	36	failure	failure	NOUN
fis-3072	114	37	of	of	ADP
fis-3072	114	38	the	the	DET
fis-3072	114	39	beam	beam	NOUN
fis-3072	114	40	.	.	PUNCT
fis-3072	115	1	fig	fig	NOUN
fis-3072	115	2	.	.	PUNCT
fis-3072	116	1	6	6	NUM
fis-3072	116	2	.	.	NOUN
fis-3072	116	3	illustrates	illustrate	VERB
fis-3072	116	4	the	the	DET
fis-3072	116	5	crack	crack	NOUN
fis-3072	116	6	patterns	pattern	NOUN
fis-3072	116	7	and	and	CCONJ
fis-3072	116	8	the	the	DET
fis-3072	116	9	failure	failure	NOUN
fis-3072	116	10	crack	crack	NOUN
fis-3072	116	11	in	in	ADP
fis-3072	116	12	the	the	DET
fis-3072	116	13	beams	beam	NOUN
fis-3072	116	14	.	.	PUNCT
fis-3072	117	1	it	it	PRON
fis-3072	117	2	should	should	AUX
fis-3072	117	3	be	be	AUX
fis-3072	117	4	pointed	point	VERB
fis-3072	117	5	that	that	SCONJ
fis-3072	117	6	in	in	ADP
fis-3072	117	7	all	all	DET
fis-3072	117	8	tested	test	VERB
fis-3072	117	9	beams	beam	NOUN
fis-3072	117	10	the	the	DET
fis-3072	117	11	failure	failure	NOUN
fis-3072	117	12	was	be	AUX
fis-3072	117	13	connected	connect	VERB
fis-3072	117	14	with	with	ADP
fis-3072	117	15	the	the	DET
fis-3072	117	16	propagation	propagation	NOUN
fis-3072	117	17	of	of	ADP
fis-3072	117	18	the	the	DET
fis-3072	117	19	inclined	inclined	ADJ
fis-3072	117	20	crack	crack	NOUN
fis-3072	117	21	.	.	PUNCT
fis-3072	118	1	w	w	PROPN
fis-3072	118	2	m.	m.	PROPN
fis-3072	118	3	słowik	słowik	PROPN
fis-3072	118	4	,	,	PUNCT
fis-3072	118	5	frattura	frattura	PROPN
fis-3072	118	6	ed	ed	PROPN
fis-3072	118	7	integrità	integrità	PROPN
fis-3072	118	8	strutturale	strutturale	PROPN
fis-3072	118	9	,	,	PUNCT
fis-3072	118	10	57	57	NUM
fis-3072	118	11	(	(	PUNCT
fis-3072	118	12	2021	2021	NUM
fis-3072	118	13	)	)	PUNCT
fis-3072	118	14	321	321	NUM
fis-3072	118	15	-	-	SYM
fis-3072	118	16	330	330	NUM
fis-3072	118	17	;	;	PUNCT
fis-3072	118	18	doi	doi	NOUN
fis-3072	118	19	:	:	PUNCT
fis-3072	118	20	10.3221	10.3221	NUM
fis-3072	118	21	/	/	SYM
fis-3072	118	22	igf	igf	PROPN
fis-3072	118	23	-	-	ADJ
fis-3072	118	24	esis.57.23	esis.57.23	PROPN
fis-3072	118	25	326	326	NUM
fis-3072	118	26	figure	figure	NOUN
fis-3072	118	27	6	6	NUM
fis-3072	118	28	:	:	PUNCT
fis-3072	118	29	crack	crack	VERB
fis-3072	118	30	patterns	pattern	NOUN
fis-3072	118	31	in	in	ADP
fis-3072	118	32	the	the	DET
fis-3072	118	33	beams	beam	NOUN
fis-3072	118	34	.	.	PUNCT
fis-3072	119	1	the	the	DET
fis-3072	119	2	results	result	NOUN
fis-3072	119	3	of	of	ADP
fis-3072	119	4	the	the	DET
fis-3072	119	5	performed	perform	VERB
fis-3072	119	6	experimental	experimental	ADJ
fis-3072	119	7	investigation	investigation	NOUN
fis-3072	119	8	showed	show	VERB
fis-3072	119	9	that	that	SCONJ
fis-3072	119	10	considerable	considerable	ADJ
fis-3072	119	11	differences	difference	NOUN
fis-3072	119	12	existed	exist	VERB
fis-3072	119	13	between	between	ADP
fis-3072	119	14	short	short	ADJ
fis-3072	119	15	and	and	CCONJ
fis-3072	119	16	slender	slender	ADJ
fis-3072	119	17	beams	beam	NOUN
fis-3072	119	18	not	not	PART
fis-3072	119	19	only	only	ADV
fis-3072	119	20	according	accord	VERB
fis-3072	119	21	to	to	ADP
fis-3072	119	22	the	the	DET
fis-3072	119	23	shear	shear	NOUN
fis-3072	119	24	capacity	capacity	NOUN
fis-3072	119	25	but	but	CCONJ
fis-3072	119	26	also	also	ADV
fis-3072	119	27	to	to	ADP
fis-3072	119	28	the	the	DET
fis-3072	119	29	development	development	NOUN
fis-3072	119	30	of	of	ADP
fis-3072	119	31	cracks	crack	NOUN
fis-3072	119	32	and	and	CCONJ
fis-3072	119	33	the	the	DET
fis-3072	119	34	character	character	NOUN
fis-3072	119	35	of	of	ADP
fis-3072	119	36	failure	failure	NOUN
fis-3072	119	37	.	.	PUNCT
fis-3072	120	1	therefore	therefore	ADV
fis-3072	120	2	,	,	PUNCT
fis-3072	120	3	the	the	DET
fis-3072	120	4	analysis	analysis	NOUN
fis-3072	120	5	of	of	ADP
fis-3072	120	6	shear	shear	NOUN
fis-3072	120	7	behaviour	behaviour	NOUN
fis-3072	120	8	should	should	AUX
fis-3072	120	9	not	not	PART
fis-3072	120	10	be	be	AUX
fis-3072	120	11	limited	limit	VERB
fis-3072	120	12	to	to	PART
fis-3072	120	13	determine	determine	VERB
fis-3072	120	14	the	the	DET
fis-3072	120	15	shear	shear	NOUN
fis-3072	120	16	capacity	capacity	NOUN
fis-3072	120	17	in	in	ADP
fis-3072	120	18	a	a	DET
fis-3072	120	19	critical	critical	ADJ
fis-3072	120	20	cross	cross	NOUN
fis-3072	120	21	section	section	NOUN
fis-3072	120	22	but	but	CCONJ
fis-3072	120	23	different	different	ADJ
fis-3072	120	24	shear	shear	NOUN
fis-3072	120	25	transfer	transfer	NOUN
fis-3072	120	26	actions	action	NOUN
fis-3072	120	27	in	in	ADP
fis-3072	120	28	the	the	DET
fis-3072	120	29	support	support	NOUN
fis-3072	120	30	zone	zone	NOUN
fis-3072	120	31	of	of	ADP
fis-3072	120	32	the	the	DET
fis-3072	120	33	beams	beam	NOUN
fis-3072	120	34	should	should	AUX
fis-3072	120	35	be	be	AUX
fis-3072	120	36	widely	widely	ADV
fis-3072	120	37	examined	examine	VERB
fis-3072	120	38	.	.	PUNCT
fis-3072	121	1	shear	shear	NOUN
fis-3072	121	2	transfer	transfer	NOUN
fis-3072	121	3	actions	action	NOUN
fis-3072	121	4	he	he	PRON
fis-3072	121	5	main	main	ADJ
fis-3072	121	6	mechanisms	mechanism	NOUN
fis-3072	121	7	of	of	ADP
fis-3072	121	8	shear	shear	NOUN
fis-3072	121	9	stress	stress	NOUN
fis-3072	121	10	transfer	transfer	NOUN
fis-3072	121	11	in	in	ADP
fis-3072	121	12	typical	typical	ADJ
fis-3072	121	13	slender	slender	ADJ
fis-3072	121	14	beams	beam	NOUN
fis-3072	121	15	without	without	ADP
fis-3072	121	16	shear	shear	NOUN
fis-3072	121	17	reinforcement	reinforcement	NOUN
fis-3072	121	18	which	which	PRON
fis-3072	121	19	were	be	AUX
fis-3072	121	20	recognized	recognize	VERB
fis-3072	121	21	up	up	ADP
fis-3072	121	22	till	till	SCONJ
fis-3072	121	23	now	now	ADV
fis-3072	121	24	are	be	AUX
fis-3072	121	25	as	as	ADP
fis-3072	121	26	following	follow	VERB
fis-3072	121	27	:	:	PUNCT
fis-3072	121	28	shear	shear	NOUN
fis-3072	121	29	transfer	transfer	NOUN
fis-3072	121	30	in	in	ADP
fis-3072	121	31	the	the	DET
fis-3072	121	32	compression	compression	NOUN
fis-3072	121	33	zone	zone	NOUN
fis-3072	121	34	,	,	PUNCT
fis-3072	121	35	residual	residual	ADJ
fis-3072	121	36	tensile	tensile	NOUN
fis-3072	121	37	stress	stress	NOUN
fis-3072	121	38	in	in	ADP
fis-3072	121	39	the	the	DET
fis-3072	121	40	fracture	fracture	NOUN
fis-3072	121	41	process	process	NOUN
fis-3072	121	42	zone	zone	NOUN
fis-3072	121	43	(	(	PUNCT
fis-3072	121	44	strain	strain	NOUN
fis-3072	121	45	softening	soften	VERB
fis-3072	121	46	effect	effect	NOUN
fis-3072	121	47	)	)	PUNCT
fis-3072	121	48	,	,	PUNCT
fis-3072	121	49	aggregate	aggregate	VERB
fis-3072	121	50	interlock	interlock	NOUN
fis-3072	121	51	and	and	CCONJ
fis-3072	121	52	dowel	dowel	NOUN
fis-3072	121	53	action	action	NOUN
fis-3072	121	54	of	of	ADP
fis-3072	121	55	reinforcing	reinforce	VERB
fis-3072	121	56	bars	bar	NOUN
fis-3072	121	57	.	.	PUNCT
fis-3072	122	1	they	they	PRON
fis-3072	122	2	are	be	AUX
fis-3072	122	3	demonstrated	demonstrate	VERB
fis-3072	122	4	in	in	ADP
fis-3072	122	5	fig	fig	NOUN
fis-3072	122	6	.	.	PUNCT
fis-3072	123	1	7	7	X
fis-3072	123	2	.	.	X
fis-3072	123	3	the	the	DET
fis-3072	123	4	distribution	distribution	NOUN
fis-3072	123	5	of	of	ADP
fis-3072	123	6	residual	residual	ADJ
fis-3072	123	7	stress	stress	NOUN
fis-3072	123	8	in	in	ADP
fis-3072	123	9	tensile	tensile	NOUN
fis-3072	123	10	concrete	concrete	ADJ
fis-3072	123	11	in	in	ADP
fis-3072	123	12	front	front	NOUN
fis-3072	123	13	of	of	ADP
fis-3072	123	14	the	the	DET
fis-3072	123	15	crack	crack	NOUN
fis-3072	123	16	was	be	AUX
fis-3072	123	17	described	describe	VERB
fis-3072	123	18	in	in	ADP
fis-3072	123	19	[	[	X
fis-3072	123	20	24	24	NUM
fis-3072	123	21	]	]	PUNCT
fis-3072	123	22	.	.	PUNCT
fis-3072	124	1	the	the	DET
fis-3072	124	2	analysis	analysis	NOUN
fis-3072	124	3	presented	present	VERB
fis-3072	124	4	in	in	ADP
fis-3072	124	5	[	[	X
fis-3072	124	6	17	17	NUM
fis-3072	124	7	]	]	PUNCT
fis-3072	124	8	,	,	PUNCT
fis-3072	124	9	has	have	AUX
fis-3072	124	10	confirmed	confirm	VERB
fis-3072	124	11	that	that	SCONJ
fis-3072	124	12	the	the	DET
fis-3072	124	13	strain	strain	NOUN
fis-3072	124	14	softening	soften	VERB
fis-3072	124	15	of	of	ADP
fis-3072	124	16	concrete	concrete	NOUN
fis-3072	124	17	in	in	ADP
fis-3072	124	18	tension	tension	NOUN
fis-3072	124	19	has	have	VERB
fis-3072	124	20	the	the	DET
fis-3072	124	21	most	most	ADV
fis-3072	124	22	important	important	ADJ
fis-3072	124	23	contribution	contribution	NOUN
fis-3072	124	24	in	in	ADP
fis-3072	124	25	the	the	DET
fis-3072	124	26	crack	crack	NOUN
fis-3072	124	27	initiation	initiation	NOUN
fis-3072	124	28	in	in	ADP
fis-3072	124	29	case	case	NOUN
fis-3072	124	30	of	of	ADP
fis-3072	124	31	flexural	flexural	ADJ
fis-3072	124	32	cracks	crack	NOUN
fis-3072	124	33	.	.	PUNCT
fis-3072	125	1	the	the	DET
fis-3072	125	2	empirical	empirical	ADJ
fis-3072	125	3	model	model	NOUN
fis-3072	125	4	for	for	ADP
fis-3072	125	5	estimating	estimate	VERB
fis-3072	125	6	dowel	dowel	ADJ
fis-3072	125	7	action	action	NOUN
fis-3072	125	8	was	be	AUX
fis-3072	125	9	proposed	propose	VERB
fis-3072	125	10	in	in	ADP
fis-3072	125	11	[	[	X
fis-3072	125	12	4	4	NUM
fis-3072	125	13	]	]	PUNCT
fis-3072	125	14	.	.	PUNCT
fis-3072	126	1	several	several	ADJ
fis-3072	126	2	models	model	NOUN
fis-3072	126	3	for	for	ADP
fis-3072	126	4	describing	describe	VERB
fis-3072	126	5	the	the	DET
fis-3072	126	6	effect	effect	NOUN
fis-3072	126	7	of	of	ADP
fis-3072	126	8	aggregate	aggregate	ADJ
fis-3072	126	9	interlock	interlock	NOUN
fis-3072	126	10	were	be	AUX
fis-3072	126	11	developed	develop	VERB
fis-3072	126	12	,	,	PUNCT
fis-3072	126	13	among	among	ADP
fis-3072	126	14	them	they	PRON
fis-3072	126	15	well	well	ADV
fis-3072	126	16	known	know	VERB
fis-3072	126	17	model	model	NOUN
fis-3072	126	18	derived	derive	VERB
fis-3072	126	19	by	by	ADP
fis-3072	126	20	walraven	walraven	ADJ
fis-3072	126	21	[	[	X
fis-3072	126	22	25	25	NUM
fis-3072	126	23	]	]	PUNCT
fis-3072	126	24	and	and	CCONJ
fis-3072	126	25	new	new	ADJ
fis-3072	126	26	propositions	proposition	NOUN
fis-3072	126	27	presented	present	VERB
fis-3072	126	28	recently	recently	ADV
fis-3072	126	29	in	in	ADP
fis-3072	126	30	[	[	X
fis-3072	126	31	26	26	NUM
fis-3072	126	32	,	,	PUNCT
fis-3072	126	33	27	27	NUM
fis-3072	126	34	]	]	PUNCT
fis-3072	126	35	.	.	PUNCT
fis-3072	127	1	however	however	ADV
fis-3072	127	2	,	,	PUNCT
fis-3072	127	3	the	the	DET
fis-3072	127	4	activation	activation	NOUN
fis-3072	127	5	of	of	ADP
fis-3072	127	6	the	the	DET
fis-3072	127	7	individual	individual	ADJ
fis-3072	127	8	shear	shear	NOUN
fis-3072	127	9	transfer	transfer	NOUN
fis-3072	127	10	mechanism	mechanism	NOUN
fis-3072	127	11	seems	seem	VERB
fis-3072	127	12	to	to	PART
fis-3072	127	13	be	be	AUX
fis-3072	127	14	depended	depend	VERB
fis-3072	127	15	on	on	ADP
fis-3072	127	16	the	the	DET
fis-3072	127	17	width	width	NOUN
fis-3072	127	18	of	of	ADP
fis-3072	127	19	the	the	DET
fis-3072	127	20	inclined	inclined	ADJ
fis-3072	127	21	crack	crack	NOUN
fis-3072	127	22	.	.	PUNCT
fis-3072	128	1	in	in	ADP
fis-3072	128	2	case	case	NOUN
fis-3072	128	3	of	of	ADP
fis-3072	128	4	slender	slender	ADJ
fis-3072	128	5	beams	beam	NOUN
fis-3072	128	6	a	a	DET
fis-3072	128	7	brittle	brittle	ADJ
fis-3072	128	8	failure	failure	NOUN
fis-3072	128	9	was	be	AUX
fis-3072	128	10	observed	observe	VERB
fis-3072	128	11	and	and	CCONJ
fis-3072	128	12	the	the	DET
fis-3072	128	13	quick	quick	ADJ
fis-3072	128	14	development	development	NOUN
fis-3072	128	15	of	of	ADP
fis-3072	128	16	the	the	DET
fis-3072	128	17	first	first	ADJ
fis-3072	128	18	diagonal	diagonal	ADJ
fis-3072	128	19	crack	crack	NOUN
fis-3072	128	20	followed	follow	VERB
fis-3072	128	21	to	to	ADP
fis-3072	128	22	the	the	DET
fis-3072	128	23	beam	beam	NOUN
fis-3072	128	24	collapse	collapse	NOUN
fis-3072	128	25	.	.	PUNCT
fis-3072	129	1	the	the	DET
fis-3072	129	2	maximum	maximum	ADJ
fis-3072	129	3	crack	crack	NOUN
fis-3072	129	4	width	width	NOUN
fis-3072	129	5	before	before	SCONJ
fis-3072	129	6	failure	failure	NOUN
fis-3072	129	7	did	do	AUX
fis-3072	129	8	not	not	PART
fis-3072	129	9	exceed	exceed	VERB
fis-3072	129	10	0.1	0.1	NUM
fis-3072	129	11	mm	mm	NOUN
fis-3072	129	12	.	.	PUNCT
fis-3072	130	1	the	the	DET
fis-3072	130	2	shear	shear	NOUN
fis-3072	130	3	transfer	transfer	NOUN
fis-3072	130	4	mechanisms	mechanism	NOUN
fis-3072	130	5	:	:	PUNCT
fis-3072	130	6	strain	strain	VERB
fis-3072	130	7	softening	soften	VERB
fis-3072	130	8	effect	effect	NOUN
fis-3072	130	9	,	,	PUNCT
fis-3072	130	10	aggregate	aggregate	VERB
fis-3072	130	11	interlock	interlock	NOUN
fis-3072	130	12	and	and	CCONJ
fis-3072	130	13	dowel	dowel	NOUN
fis-3072	130	14	action	action	NOUN
fis-3072	130	15	of	of	ADP
fis-3072	130	16	steel	steel	NOUN
fis-3072	130	17	bars	bar	NOUN
fis-3072	130	18	occurred	occur	VERB
fis-3072	130	19	during	during	ADP
fis-3072	130	20	the	the	DET
fis-3072	130	21	diagonal	diagonal	ADJ
fis-3072	130	22	crack	crack	NOUN
fis-3072	130	23	formation	formation	NOUN
fis-3072	130	24	but	but	CCONJ
fis-3072	130	25	the	the	DET
fis-3072	130	26	contribution	contribution	NOUN
fis-3072	130	27	of	of	ADP
fis-3072	130	28	the	the	DET
fis-3072	130	29	aggregate	aggregate	ADJ
fis-3072	130	30	interlock	interlock	NOUN
fis-3072	130	31	on	on	ADP
fis-3072	130	32	the	the	DET
fis-3072	130	33	shear	shear	NOUN
fis-3072	130	34	transfer	transfer	NOUN
fis-3072	130	35	seemed	seem	VERB
fis-3072	130	36	to	to	PART
fis-3072	130	37	be	be	AUX
fis-3072	130	38	the	the	DET
fis-3072	130	39	most	most	ADV
fis-3072	130	40	important	important	ADJ
fis-3072	130	41	.	.	PUNCT
fis-3072	131	1	t	t	PROPN
fis-3072	131	2	m.	m.	PROPN
fis-3072	131	3	słowik	słowik	PROPN
fis-3072	131	4	,	,	PUNCT
fis-3072	131	5	frattura	frattura	PROPN
fis-3072	131	6	ed	ed	PROPN
fis-3072	131	7	integrità	integrità	PROPN
fis-3072	131	8	strutturale	strutturale	PROPN
fis-3072	131	9	,	,	PUNCT
fis-3072	131	10	57	57	NUM
fis-3072	131	11	(	(	PUNCT
fis-3072	131	12	2021	2021	NUM
fis-3072	131	13	)	)	PUNCT
fis-3072	131	14	321	321	NUM
fis-3072	131	15	-	-	SYM
fis-3072	131	16	330	330	NUM
fis-3072	131	17	;	;	PUNCT
fis-3072	131	18	doi	doi	NOUN
fis-3072	131	19	:	:	PUNCT
fis-3072	131	20	10.3221	10.3221	NUM
fis-3072	131	21	/	/	SYM
fis-3072	131	22	igf	igf	PROPN
fis-3072	131	23	-	-	ADJ
fis-3072	131	24	esis.57.23	esis.57.23	PROPN
fis-3072	131	25	327	327	NUM
fis-3072	131	26	figure	figure	NOUN
fis-3072	131	27	7	7	NUM
fis-3072	131	28	:	:	PUNCT
fis-3072	131	29	shear	shear	NOUN
fis-3072	131	30	mechanisms	mechanism	NOUN
fis-3072	131	31	in	in	ADP
fis-3072	131	32	slender	slender	ADJ
fis-3072	131	33	beams	beam	NOUN
fis-3072	131	34	.	.	PUNCT
fis-3072	132	1	in	in	ADP
fis-3072	132	2	case	case	NOUN
fis-3072	132	3	of	of	ADP
fis-3072	132	4	short	short	ADJ
fis-3072	132	5	beams	beam	NOUN
fis-3072	132	6	the	the	DET
fis-3072	132	7	influence	influence	NOUN
fis-3072	132	8	of	of	ADP
fis-3072	132	9	the	the	DET
fis-3072	132	10	aggregate	aggregate	ADJ
fis-3072	132	11	interlock	interlock	NOUN
fis-3072	132	12	on	on	ADP
fis-3072	132	13	the	the	DET
fis-3072	132	14	shear	shear	NOUN
fis-3072	132	15	transfer	transfer	NOUN
fis-3072	132	16	was	be	AUX
fis-3072	132	17	not	not	PART
fis-3072	132	18	predominant	predominant	ADJ
fis-3072	132	19	.	.	PUNCT
fis-3072	133	1	the	the	DET
fis-3072	133	2	maximum	maximum	ADJ
fis-3072	133	3	measured	measure	VERB
fis-3072	133	4	crack	crack	NOUN
fis-3072	133	5	width	width	NOUN
fis-3072	133	6	before	before	SCONJ
fis-3072	133	7	failure	failure	NOUN
fis-3072	133	8	reached	reach	VERB
fis-3072	133	9	0.7	0.7	NUM
fis-3072	133	10	mm	mm	NOUN
fis-3072	133	11	.	.	PUNCT
fis-3072	134	1	the	the	DET
fis-3072	134	2	large	large	ADJ
fis-3072	134	3	opening	opening	NOUN
fis-3072	134	4	of	of	ADP
fis-3072	134	5	the	the	DET
fis-3072	134	6	critical	critical	ADJ
fis-3072	134	7	diagonal	diagonal	ADJ
fis-3072	134	8	crack	crack	NOUN
fis-3072	134	9	reduced	reduce	VERB
fis-3072	134	10	the	the	DET
fis-3072	134	11	interlock	interlock	NOUN
fis-3072	134	12	of	of	ADP
fis-3072	134	13	aggregate	aggregate	ADJ
fis-3072	134	14	particles	particle	NOUN
fis-3072	134	15	.	.	PUNCT
fis-3072	135	1	the	the	DET
fis-3072	135	2	direction	direction	NOUN
fis-3072	135	3	of	of	ADP
fis-3072	135	4	inclined	inclined	ADJ
fis-3072	135	5	cracks	crack	NOUN
fis-3072	135	6	suggested	suggest	VERB
fis-3072	135	7	that	that	SCONJ
fis-3072	135	8	the	the	DET
fis-3072	135	9	main	main	ADJ
fis-3072	135	10	stream	stream	NOUN
fis-3072	135	11	of	of	ADP
fis-3072	135	12	stress	stress	NOUN
fis-3072	135	13	transfer	transfer	NOUN
fis-3072	135	14	ran	run	VERB
fis-3072	135	15	from	from	ADP
fis-3072	135	16	the	the	DET
fis-3072	135	17	applied	apply	VERB
fis-3072	135	18	load	load	NOUN
fis-3072	135	19	directly	directly	ADV
fis-3072	135	20	to	to	ADP
fis-3072	135	21	the	the	DET
fis-3072	135	22	supports	support	NOUN
fis-3072	135	23	,	,	PUNCT
fis-3072	135	24	as	as	SCONJ
fis-3072	135	25	it	it	PRON
fis-3072	135	26	is	be	AUX
fis-3072	135	27	demonstrated	demonstrate	VERB
fis-3072	135	28	in	in	ADP
fis-3072	135	29	fig	fig	NOUN
fis-3072	135	30	.	.	PUNCT
fis-3072	136	1	8	8	X
fis-3072	136	2	.	.	PUNCT
fis-3072	137	1	it	it	PRON
fis-3072	137	2	gave	give	VERB
fis-3072	137	3	the	the	DET
fis-3072	137	4	evidence	evidence	NOUN
fis-3072	137	5	that	that	SCONJ
fis-3072	137	6	an	an	DET
fis-3072	137	7	arch	arch	ADJ
fis-3072	137	8	action	action	NOUN
fis-3072	137	9	appeared	appear	VERB
fis-3072	137	10	and	and	CCONJ
fis-3072	137	11	the	the	DET
fis-3072	137	12	longitudinal	longitudinal	ADJ
fis-3072	137	13	steel	steel	NOUN
fis-3072	137	14	bars	bar	NOUN
fis-3072	137	15	,	,	PUNCT
fis-3072	137	16	acting	act	VERB
fis-3072	137	17	as	as	ADP
fis-3072	137	18	a	a	DET
fis-3072	137	19	tensile	tensile	NOUN
fis-3072	137	20	tie	tie	NOUN
fis-3072	137	21	,	,	PUNCT
fis-3072	137	22	had	have	VERB
fis-3072	137	23	an	an	DET
fis-3072	137	24	important	important	ADJ
fis-3072	137	25	influence	influence	NOUN
fis-3072	137	26	on	on	ADP
fis-3072	137	27	the	the	DET
fis-3072	137	28	shear	shear	NOUN
fis-3072	137	29	resistance	resistance	NOUN
fis-3072	137	30	.	.	PUNCT
fis-3072	138	1	figure	figure	NOUN
fis-3072	138	2	8	8	NUM
fis-3072	138	3	:	:	PUNCT
fis-3072	138	4	shear	shear	NOUN
fis-3072	138	5	failure	failure	NOUN
fis-3072	138	6	mechanisms	mechanism	NOUN
fis-3072	138	7	in	in	ADP
fis-3072	138	8	short	short	ADJ
fis-3072	138	9	beams	beam	NOUN
fis-3072	138	10	.	.	PUNCT
fis-3072	139	1	in	in	ADP
fis-3072	139	2	order	order	NOUN
fis-3072	139	3	to	to	PART
fis-3072	139	4	look	look	VERB
fis-3072	139	5	deeper	deeply	ADV
fis-3072	139	6	into	into	ADP
fis-3072	139	7	the	the	DET
fis-3072	139	8	phenomenon	phenomenon	NOUN
fis-3072	139	9	governing	govern	VERB
fis-3072	139	10	cracks	crack	NOUN
fis-3072	139	11	distribution	distribution	NOUN
fis-3072	139	12	in	in	ADP
fis-3072	139	13	the	the	DET
fis-3072	139	14	investigated	investigate	VERB
fis-3072	139	15	beams	beam	NOUN
fis-3072	139	16	,	,	PUNCT
fis-3072	139	17	a	a	DET
fis-3072	139	18	numerical	numerical	ADJ
fis-3072	139	19	simulation	simulation	NOUN
fis-3072	139	20	was	be	AUX
fis-3072	139	21	performed	perform	VERB
fis-3072	139	22	.	.	PUNCT
fis-3072	140	1	the	the	DET
fis-3072	140	2	numerical	numerical	ADJ
fis-3072	140	3	calculations	calculation	NOUN
fis-3072	140	4	were	be	AUX
fis-3072	140	5	provided	provide	VERB
fis-3072	140	6	using	use	VERB
fis-3072	140	7	the	the	DET
fis-3072	140	8	finite	finite	PROPN
fis-3072	140	9	element	element	NOUN
fis-3072	140	10	program	program	NOUN
fis-3072	140	11	ansys	ansys	PROPN
fis-3072	140	12	.	.	PUNCT
fis-3072	141	1	two	two	NUM
fis-3072	141	2	beams	beam	NOUN
fis-3072	141	3	were	be	AUX
fis-3072	141	4	modelled	model	VERB
fis-3072	141	5	:	:	PUNCT
fis-3072	141	6	the	the	DET
fis-3072	141	7	short	short	ADJ
fis-3072	141	8	beam	beam	NOUN
fis-3072	141	9	which	which	PRON
fis-3072	141	10	corresponded	correspond	VERB
fis-3072	141	11	to	to	ADP
fis-3072	141	12	the	the	DET
fis-3072	141	13	tested	test	VERB
fis-3072	141	14	member	member	NOUN
fis-3072	141	15	pi-1	pi-1	ADJ
fis-3072	141	16	of	of	ADP
fis-3072	141	17	a	a	PRON
fis-3072	141	18	/	/	SYM
fis-3072	141	19	d	d	NOUN
fis-3072	141	20	=	=	SYM
fis-3072	141	21	1.8	1.8	NUM
fis-3072	141	22	and	and	CCONJ
fis-3072	141	23	the	the	DET
fis-3072	141	24	longer	long	ADJ
fis-3072	141	25	beam	beam	NOUN
fis-3072	141	26	of	of	ADP
fis-3072	141	27	a	a	DET
fis-3072	141	28	/	/	SYM
fis-3072	141	29	d	d	NOUN
fis-3072	141	30	=	=	SYM
fis-3072	141	31	2.5	2.5	NUM
fis-3072	141	32	because	because	SCONJ
fis-3072	141	33	the	the	DET
fis-3072	141	34	shear	shear	NOUN
fis-3072	141	35	span	span	NOUN
fis-3072	141	36	to	to	ADP
fis-3072	141	37	depth	depth	NOUN
fis-3072	141	38	ratio	ratio	NOUN
fis-3072	141	39	2.5	2.5	NUM
fis-3072	141	40	has	have	AUX
fis-3072	141	41	been	be	AUX
fis-3072	141	42	found	find	VERB
fis-3072	141	43	to	to	PART
fis-3072	141	44	be	be	AUX
fis-3072	141	45	critical	critical	ADJ
fis-3072	141	46	one	one	NUM
fis-3072	141	47	which	which	PRON
fis-3072	141	48	separates	separate	VERB
fis-3072	141	49	beams	beam	NOUN
fis-3072	141	50	for	for	ADP
fis-3072	141	51	slender	slender	NOUN
fis-3072	141	52	and	and	CCONJ
fis-3072	141	53	short	short	ADJ
fis-3072	141	54	.	.	PUNCT
fis-3072	142	1	eight	eight	NUM
fis-3072	142	2	-	-	PUNCT
fis-3072	142	3	node	node	ADJ
fis-3072	142	4	solid	solid	ADJ
fis-3072	142	5	elements	element	NOUN
fis-3072	142	6	were	be	AUX
fis-3072	142	7	used	use	VERB
fis-3072	142	8	to	to	PART
fis-3072	142	9	model	model	VERB
fis-3072	142	10	the	the	DET
fis-3072	142	11	concrete	concrete	ADJ
fis-3072	142	12	and	and	CCONJ
fis-3072	142	13	three	three	NUM
fis-3072	142	14	-	-	PUNCT
fis-3072	142	15	dimensional	dimensional	ADJ
fis-3072	142	16	bar	bar	NOUN
fis-3072	142	17	elements	element	NOUN
fis-3072	142	18	were	be	AUX
fis-3072	142	19	taken	take	VERB
fis-3072	142	20	from	from	ADP
fis-3072	142	21	the	the	DET
fis-3072	142	22	library	library	NOUN
fis-3072	142	23	of	of	ADP
fis-3072	142	24	the	the	DET
fis-3072	142	25	ansys	ansys	PROPN
fis-3072	142	26	program	program	NOUN
fis-3072	142	27	for	for	ADP
fis-3072	142	28	modelling	model	VERB
fis-3072	142	29	steel	steel	NOUN
fis-3072	142	30	bars	bar	NOUN
fis-3072	142	31	.	.	PUNCT
fis-3072	143	1	the	the	DET
fis-3072	143	2	discrete	discrete	ADJ
fis-3072	143	3	model	model	NOUN
fis-3072	143	4	of	of	ADP
fis-3072	143	5	reinforcement	reinforcement	NOUN
fis-3072	143	6	was	be	AUX
fis-3072	143	7	applied	apply	VERB
fis-3072	143	8	and	and	CCONJ
fis-3072	143	9	the	the	DET
fis-3072	143	10	bond	bond	NOUN
fis-3072	143	11	between	between	ADP
fis-3072	143	12	concrete	concrete	NOUN
fis-3072	143	13	and	and	CCONJ
fis-3072	143	14	steel	steel	NOUN
fis-3072	143	15	was	be	AUX
fis-3072	143	16	modelled	model	VERB
fis-3072	143	17	as	as	ADP
fis-3072	143	18	the	the	DET
fis-3072	143	19	identical	identical	ADJ
fis-3072	143	20	displacement	displacement	NOUN
fis-3072	143	21	of	of	ADP
fis-3072	143	22	connected	connected	ADJ
fis-3072	143	23	nodes	node	NOUN
fis-3072	143	24	.	.	PUNCT
fis-3072	144	1	the	the	DET
fis-3072	144	2	nonlinear	nonlinear	ADJ
fis-3072	144	3	characteristic	characteristic	NOUN
fis-3072	144	4	of	of	ADP
fis-3072	144	5	concrete	concrete	NOUN
fis-3072	144	6	,	,	PUNCT
fis-3072	144	7	in	in	ADP
fis-3072	144	8	particular	particular	ADJ
fis-3072	144	9	the	the	DET
fis-3072	144	10	strain	strain	NOUN
fis-3072	144	11	softening	soften	VERB
fis-3072	144	12	of	of	ADP
fis-3072	144	13	tensile	tensile	NOUN
fis-3072	144	14	concrete	concrete	NOUN
fis-3072	144	15	,	,	PUNCT
fis-3072	144	16	was	be	AUX
fis-3072	144	17	taken	take	VERB
fis-3072	144	18	into	into	ADP
fis-3072	144	19	account	account	NOUN
fis-3072	144	20	.	.	PUNCT
fis-3072	145	1	a	a	DET
fis-3072	145	2	three	three	NUM
fis-3072	145	3	dimensional	dimensional	ADJ
fis-3072	145	4	stress	stress	NOUN
fis-3072	145	5	-	-	PUNCT
fis-3072	145	6	strain	strain	NOUN
fis-3072	145	7	state	state	NOUN
fis-3072	145	8	was	be	AUX
fis-3072	145	9	considered	consider	VERB
fis-3072	145	10	by	by	ADP
fis-3072	145	11	using	use	VERB
fis-3072	145	12	the	the	DET
fis-3072	145	13	willam	willam	PROPN
fis-3072	145	14	-	-	PUNCT
fis-3072	145	15	warnke	warnke	PROPN
fis-3072	145	16	limit	limit	NOUN
fis-3072	145	17	surface	surface	NOUN
fis-3072	145	18	.	.	PUNCT
fis-3072	146	1	the	the	DET
fis-3072	146	2	newton	newton	PROPN
fis-3072	146	3	-	-	PUNCT
fis-3072	146	4	raphson	raphson	PROPN
fis-3072	146	5	method	method	NOUN
fis-3072	146	6	of	of	ADP
fis-3072	146	7	solving	solve	VERB
fis-3072	146	8	the	the	DET
fis-3072	146	9	finite	finite	ADJ
fis-3072	146	10	element	element	NOUN
fis-3072	146	11	system	system	NOUN
fis-3072	146	12	of	of	ADP
fis-3072	146	13	equations	equation	NOUN
fis-3072	146	14	was	be	AUX
fis-3072	146	15	used	use	VERB
fis-3072	146	16	.	.	PUNCT
fis-3072	147	1	the	the	DET
fis-3072	147	2	detailed	detailed	ADJ
fis-3072	147	3	description	description	NOUN
fis-3072	147	4	of	of	ADP
fis-3072	147	5	the	the	DET
fis-3072	147	6	procedure	procedure	NOUN
fis-3072	147	7	applied	apply	VERB
fis-3072	147	8	to	to	ADP
fis-3072	147	9	the	the	DET
fis-3072	147	10	finite	finite	PROPN
fis-3072	147	11	element	element	PROPN
fis-3072	147	12	simulation	simulation	NOUN
fis-3072	147	13	was	be	AUX
fis-3072	147	14	presented	present	VERB
fis-3072	147	15	in	in	ADP
fis-3072	147	16	[	[	X
fis-3072	147	17	28	28	NUM
fis-3072	147	18	]	]	PUNCT
fis-3072	147	19	.	.	PUNCT
fis-3072	148	1	as	as	ADP
fis-3072	148	2	the	the	DET
fis-3072	148	3	results	result	NOUN
fis-3072	148	4	of	of	ADP
fis-3072	148	5	the	the	DET
fis-3072	148	6	numerical	numerical	ADJ
fis-3072	148	7	calculations	calculation	NOUN
fis-3072	148	8	,	,	PUNCT
fis-3072	148	9	trajectories	trajectory	NOUN
fis-3072	148	10	of	of	ADP
fis-3072	148	11	total	total	ADJ
fis-3072	148	12	strain	strain	NOUN
fis-3072	148	13	were	be	AUX
fis-3072	148	14	generated	generate	VERB
fis-3072	148	15	.	.	PUNCT
fis-3072	149	1	in	in	ADP
fis-3072	149	2	fig	fig	NOUN
fis-3072	149	3	.	.	PUNCT
fis-3072	150	1	9	9	NUM
fis-3072	150	2	the	the	DET
fis-3072	150	3	obtained	obtain	VERB
fis-3072	150	4	distributions	distribution	NOUN
fis-3072	150	5	of	of	ADP
fis-3072	150	6	total	total	ADJ
fis-3072	150	7	strain	strain	NOUN
fis-3072	150	8	are	be	AUX
fis-3072	150	9	presented	present	VERB
fis-3072	150	10	for	for	ADP
fis-3072	150	11	both	both	DET
fis-3072	150	12	beams	beam	NOUN
fis-3072	150	13	examined	examine	VERB
fis-3072	150	14	in	in	ADP
fis-3072	150	15	case	case	NOUN
fis-3072	150	16	of	of	ADP
fis-3072	150	17	two	two	NUM
fis-3072	150	18	loading	loading	NOUN
fis-3072	150	19	levels	level	NOUN
fis-3072	150	20	:	:	PUNCT
fis-3072	150	21	the	the	DET
fis-3072	150	22	load	load	NOUN
fis-3072	150	23	level	level	NOUN
fis-3072	150	24	which	which	PRON
fis-3072	150	25	correspond	correspond	VERB
fis-3072	150	26	to	to	ADP
fis-3072	150	27	the	the	DET
fis-3072	150	28	formation	formation	NOUN
fis-3072	150	29	of	of	ADP
fis-3072	150	30	the	the	DET
fis-3072	150	31	first	first	ADJ
fis-3072	150	32	diagonal	diagonal	ADJ
fis-3072	150	33	crack	crack	NOUN
fis-3072	150	34	(	(	PUNCT
fis-3072	150	35	v	v	NOUN
fis-3072	150	36	=	=	SYM
fis-3072	150	37	30	30	NUM
fis-3072	150	38	kn	kn	NOUN
fis-3072	150	39	)	)	PUNCT
fis-3072	150	40	and	and	CCONJ
fis-3072	150	41	the	the	DET
fis-3072	150	42	load	load	NOUN
fis-3072	150	43	level	level	NOUN
fis-3072	150	44	before	before	ADP
fis-3072	150	45	failure	failure	NOUN
fis-3072	150	46	.	.	PUNCT
fis-3072	151	1	the	the	DET
fis-3072	151	2	significant	significant	ADJ
fis-3072	151	3	differences	difference	NOUN
fis-3072	151	4	can	can	AUX
fis-3072	151	5	be	be	AUX
fis-3072	151	6	observed	observe	VERB
fis-3072	151	7	when	when	SCONJ
fis-3072	151	8	comparing	compare	VERB
fis-3072	151	9	the	the	DET
fis-3072	151	10	obtained	obtain	VERB
fis-3072	151	11	numerical	numerical	ADJ
fis-3072	151	12	results	result	NOUN
fis-3072	151	13	for	for	ADP
fis-3072	151	14	both	both	DET
fis-3072	151	15	beams	beam	NOUN
fis-3072	151	16	.	.	PUNCT
fis-3072	152	1	in	in	ADP
fis-3072	152	2	case	case	NOUN
fis-3072	152	3	of	of	ADP
fis-3072	152	4	the	the	DET
fis-3072	152	5	short	short	ADJ
fis-3072	152	6	beam	beam	NOUN
fis-3072	152	7	(	(	PUNCT
fis-3072	152	8	a	a	NOUN
fis-3072	152	9	/	/	SYM
fis-3072	152	10	d	d	NOUN
fis-3072	152	11	=	=	SYM
fis-3072	152	12	1.8	1.8	NUM
fis-3072	152	13	)	)	PUNCT
fis-3072	152	14	,	,	PUNCT
fis-3072	152	15	two	two	NUM
fis-3072	152	16	inclined	inclined	ADJ
fis-3072	152	17	struts	strut	NOUN
fis-3072	152	18	transferring	transfer	VERB
fis-3072	152	19	the	the	DET
fis-3072	152	20	load	load	NOUN
fis-3072	152	21	directly	directly	ADV
fis-3072	152	22	to	to	ADP
fis-3072	152	23	the	the	DET
fis-3072	152	24	supports	support	NOUN
fis-3072	152	25	were	be	AUX
fis-3072	152	26	generated	generate	VERB
fis-3072	152	27	.	.	PUNCT
fis-3072	153	1	the	the	DET
fis-3072	153	2	strain	strain	NOUN
fis-3072	153	3	concentration	concentration	NOUN
fis-3072	153	4	in	in	ADP
fis-3072	153	5	the	the	DET
fis-3072	153	6	narrow	narrow	ADJ
fis-3072	153	7	struts	strut	NOUN
fis-3072	153	8	was	be	AUX
fis-3072	153	9	clearly	clearly	ADV
fis-3072	153	10	observed	observe	VERB
fis-3072	153	11	in	in	ADP
fis-3072	153	12	the	the	DET
fis-3072	153	13	load	load	NOUN
fis-3072	153	14	level	level	NOUN
fis-3072	153	15	before	before	ADP
fis-3072	153	16	failure	failure	NOUN
fis-3072	153	17	but	but	CCONJ
fis-3072	153	18	the	the	DET
fis-3072	153	19	tendency	tendency	NOUN
fis-3072	153	20	of	of	ADP
fis-3072	153	21	the	the	DET
fis-3072	153	22	struts	strut	NOUN
fis-3072	153	23	formation	formation	NOUN
fis-3072	153	24	was	be	AUX
fis-3072	153	25	seen	see	VERB
fis-3072	153	26	also	also	ADV
fis-3072	153	27	in	in	ADP
fis-3072	153	28	the	the	DET
fis-3072	153	29	load	load	NOUN
fis-3072	153	30	level	level	NOUN
fis-3072	153	31	v	v	NOUN
fis-3072	153	32	=	=	SYM
fis-3072	153	33	30	30	NUM
fis-3072	153	34	kn	kn	NOUN
fis-3072	153	35	connecting	connect	VERB
fis-3072	153	36	with	with	ADP
fis-3072	153	37	the	the	DET
fis-3072	153	38	formation	formation	NOUN
fis-3072	153	39	of	of	ADP
fis-3072	153	40	diagonal	diagonal	ADJ
fis-3072	153	41	cracks	crack	NOUN
fis-3072	153	42	.	.	PUNCT
fis-3072	154	1	this	this	DET
fis-3072	154	2	finding	finding	NOUN
fis-3072	154	3	brought	bring	VERB
fis-3072	154	4	the	the	DET
fis-3072	154	5	evidence	evidence	NOUN
fis-3072	154	6	that	that	SCONJ
fis-3072	154	7	the	the	DET
fis-3072	154	8	arch	arch	ADJ
fis-3072	154	9	action	action	NOUN
fis-3072	154	10	took	take	VERB
fis-3072	154	11	place	place	NOUN
fis-3072	154	12	in	in	ADP
fis-3072	154	13	the	the	DET
fis-3072	154	14	short	short	ADJ
fis-3072	154	15	beam	beam	NOUN
fis-3072	154	16	.	.	PUNCT
fis-3072	155	1	quite	quite	ADV
fis-3072	155	2	different	different	ADJ
fis-3072	155	3	progress	progress	NOUN
fis-3072	155	4	of	of	ADP
fis-3072	155	5	strain	strain	ADJ
fis-3072	155	6	distribution	distribution	NOUN
fis-3072	155	7	was	be	AUX
fis-3072	155	8	observed	observe	VERB
fis-3072	155	9	in	in	ADP
fis-3072	155	10	the	the	DET
fis-3072	155	11	longer	long	ADJ
fis-3072	155	12	beam	beam	NOUN
fis-3072	155	13	a	a	PRON
fis-3072	155	14	/	/	SYM
fis-3072	155	15	d	d	NOUN
fis-3072	155	16	=	=	SYM
fis-3072	155	17	2.5	2.5	NUM
fis-3072	155	18	.	.	PUNCT
fis-3072	156	1	the	the	DET
fis-3072	156	2	streams	stream	NOUN
fis-3072	156	3	of	of	ADP
fis-3072	156	4	total	total	ADJ
fis-3072	156	5	strain	strain	NOUN
fis-3072	156	6	pointed	point	VERB
fis-3072	156	7	that	that	SCONJ
fis-3072	156	8	,	,	PUNCT
fis-3072	156	9	before	before	ADP
fis-3072	156	10	the	the	DET
fis-3072	156	11	formation	formation	NOUN
fis-3072	156	12	of	of	ADP
fis-3072	156	13	diagonal	diagonal	ADJ
fis-3072	156	14	cracks	crack	NOUN
fis-3072	156	15	,	,	PUNCT
fis-3072	156	16	m.	m.	NOUN
fis-3072	156	17	słowik	słowik	PROPN
fis-3072	156	18	,	,	PUNCT
fis-3072	156	19	frattura	frattura	PROPN
fis-3072	156	20	ed	ed	PROPN
fis-3072	156	21	integrità	integrità	PROPN
fis-3072	156	22	strutturale	strutturale	PROPN
fis-3072	156	23	,	,	PUNCT
fis-3072	156	24	57	57	NUM
fis-3072	156	25	(	(	PUNCT
fis-3072	156	26	2021	2021	NUM
fis-3072	156	27	)	)	PUNCT
fis-3072	156	28	321	321	NUM
fis-3072	156	29	-	-	SYM
fis-3072	156	30	330	330	NUM
fis-3072	156	31	;	;	PUNCT
fis-3072	156	32	doi	doi	NOUN
fis-3072	156	33	:	:	PUNCT
fis-3072	156	34	10.3221	10.3221	NUM
fis-3072	156	35	/	/	SYM
fis-3072	156	36	igf	igf	PROPN
fis-3072	156	37	-	-	ADJ
fis-3072	156	38	esis.57.23	esis.57.23	PROPN
fis-3072	156	39	328	328	NUM
fis-3072	156	40	several	several	ADJ
fis-3072	156	41	flexural	flexural	ADJ
fis-3072	156	42	cracks	crack	NOUN
fis-3072	156	43	were	be	AUX
fis-3072	156	44	able	able	ADJ
fis-3072	156	45	to	to	PART
fis-3072	156	46	develop	develop	VERB
fis-3072	156	47	in	in	ADP
fis-3072	156	48	the	the	DET
fis-3072	156	49	mid	mid	NOUN
fis-3072	156	50	-	-	NOUN
fis-3072	156	51	span	span	NOUN
fis-3072	156	52	of	of	ADP
fis-3072	156	53	the	the	DET
fis-3072	156	54	beam	beam	NOUN
fis-3072	156	55	,	,	PUNCT
fis-3072	156	56	in	in	ADP
fis-3072	156	57	the	the	DET
fis-3072	156	58	region	region	NOUN
fis-3072	156	59	where	where	SCONJ
fis-3072	156	60	bending	bend	VERB
fis-3072	156	61	moment	moment	NOUN
fis-3072	156	62	predominated	predominate	VERB
fis-3072	156	63	.	.	PUNCT
fis-3072	157	1	then	then	ADV
fis-3072	157	2	,	,	PUNCT
fis-3072	157	3	the	the	DET
fis-3072	157	4	stronger	strong	ADJ
fis-3072	157	5	concentration	concentration	NOUN
fis-3072	157	6	of	of	ADP
fis-3072	157	7	strain	strain	NOUN
fis-3072	157	8	in	in	ADP
fis-3072	157	9	the	the	DET
fis-3072	157	10	support	support	NOUN
fis-3072	157	11	zone	zone	NOUN
fis-3072	157	12	suggested	suggest	VERB
fis-3072	157	13	the	the	DET
fis-3072	157	14	failure	failure	NOUN
fis-3072	157	15	which	which	PRON
fis-3072	157	16	was	be	AUX
fis-3072	157	17	connected	connect	VERB
fis-3072	157	18	with	with	ADP
fis-3072	157	19	the	the	DET
fis-3072	157	20	formation	formation	NOUN
fis-3072	157	21	of	of	ADP
fis-3072	157	22	the	the	DET
fis-3072	157	23	critical	critical	ADJ
fis-3072	157	24	diagonal	diagonal	ADJ
fis-3072	157	25	crack	crack	NOUN
fis-3072	157	26	.	.	PUNCT
fis-3072	158	1	such	such	ADJ
fis-3072	158	2	development	development	NOUN
fis-3072	158	3	of	of	ADP
fis-3072	158	4	strains	strain	NOUN
fis-3072	158	5	confirmed	confirm	VERB
fis-3072	158	6	that	that	SCONJ
fis-3072	158	7	the	the	DET
fis-3072	158	8	beam	beam	NOUN
fis-3072	158	9	action	action	NOUN
fis-3072	158	10	predominated	predominate	VERB
fis-3072	158	11	in	in	ADP
fis-3072	158	12	the	the	DET
fis-3072	158	13	beam	beam	NOUN
fis-3072	158	14	of	of	ADP
fis-3072	158	15	a	a	PRON
fis-3072	158	16	/	/	SYM
fis-3072	158	17	d	d	NOUN
fis-3072	158	18	=	=	SYM
fis-3072	158	19	2.5	2.5	NUM
fis-3072	158	20	.	.	PUNCT
fis-3072	159	1	the	the	DET
fis-3072	159	2	total	total	ADJ
fis-3072	159	3	strain	strain	NOUN
fis-3072	159	4	distributions	distribution	NOUN
fis-3072	159	5	presented	present	VERB
fis-3072	159	6	in	in	ADP
fis-3072	159	7	fig	fig	NOUN
fis-3072	159	8	.	.	PUNCT
fis-3072	160	1	9	9	NUM
fis-3072	160	2	showed	show	VERB
fis-3072	160	3	a	a	DET
fis-3072	160	4	reasonable	reasonable	ADJ
fis-3072	160	5	agreement	agreement	NOUN
fis-3072	160	6	with	with	ADP
fis-3072	160	7	the	the	DET
fis-3072	160	8	experimental	experimental	ADJ
fis-3072	160	9	observation	observation	NOUN
fis-3072	160	10	of	of	ADP
fis-3072	160	11	crack	crack	NOUN
fis-3072	160	12	patterns	pattern	NOUN
fis-3072	160	13	.	.	PUNCT
fis-3072	161	1	the	the	DET
fis-3072	161	2	obtained	obtain	VERB
fis-3072	161	3	numerical	numerical	ADJ
fis-3072	161	4	results	result	NOUN
fis-3072	161	5	have	have	AUX
fis-3072	161	6	confirmed	confirm	VERB
fis-3072	161	7	that	that	SCONJ
fis-3072	161	8	the	the	DET
fis-3072	161	9	different	different	ADJ
fis-3072	161	10	work	work	NOUN
fis-3072	161	11	action	action	NOUN
fis-3072	161	12	can	can	AUX
fis-3072	161	13	be	be	AUX
fis-3072	161	14	observed	observe	VERB
fis-3072	161	15	in	in	ADP
fis-3072	161	16	longitudinally	longitudinally	ADV
fis-3072	161	17	reinforced	reinforce	VERB
fis-3072	161	18	concrete	concrete	ADJ
fis-3072	161	19	beams	beam	NOUN
fis-3072	161	20	in	in	ADP
fis-3072	161	21	dependence	dependence	NOUN
fis-3072	161	22	of	of	ADP
fis-3072	161	23	the	the	DET
fis-3072	161	24	member	member	NOUN
fis-3072	161	25	’s	’s	PART
fis-3072	161	26	length	length	NOUN
fis-3072	161	27	.	.	PUNCT
fis-3072	162	1	finally	finally	ADV
fis-3072	162	2	,	,	PUNCT
fis-3072	162	3	it	it	PRON
fis-3072	162	4	can	can	AUX
fis-3072	162	5	be	be	AUX
fis-3072	162	6	recapitulated	recapitulate	VERB
fis-3072	162	7	that	that	SCONJ
fis-3072	162	8	the	the	DET
fis-3072	162	9	higher	high	ADJ
fis-3072	162	10	shear	shear	NOUN
fis-3072	162	11	capacity	capacity	NOUN
fis-3072	162	12	of	of	ADP
fis-3072	162	13	short	short	ADJ
fis-3072	162	14	beams	beam	NOUN
fis-3072	162	15	can	can	AUX
fis-3072	162	16	be	be	AUX
fis-3072	162	17	explained	explain	VERB
fis-3072	162	18	by	by	ADP
fis-3072	162	19	the	the	DET
fis-3072	162	20	transfer	transfer	NOUN
fis-3072	162	21	from	from	ADP
fis-3072	162	22	the	the	DET
fis-3072	162	23	beam	beam	NOUN
fis-3072	162	24	action	action	NOUN
fis-3072	162	25	in	in	ADP
fis-3072	162	26	slender	slender	ADJ
fis-3072	162	27	beams	beam	NOUN
fis-3072	162	28	to	to	ADP
fis-3072	162	29	the	the	DET
fis-3072	162	30	arch	arch	ADJ
fis-3072	162	31	action	action	NOUN
fis-3072	162	32	in	in	ADP
fis-3072	162	33	short	short	ADJ
fis-3072	162	34	beams	beam	NOUN
fis-3072	162	35	.	.	PUNCT
fis-3072	163	1	therefore	therefore	ADV
fis-3072	163	2	,	,	PUNCT
fis-3072	163	3	the	the	DET
fis-3072	163	4	adequate	adequate	ADJ
fis-3072	163	5	shear	shear	NOUN
fis-3072	163	6	models	model	NOUN
fis-3072	163	7	should	should	AUX
fis-3072	163	8	be	be	AUX
fis-3072	163	9	consider	consider	VERB
fis-3072	163	10	in	in	ADP
fis-3072	163	11	reinforced	reinforce	VERB
fis-3072	163	12	concrete	concrete	ADJ
fis-3072	163	13	beams	beam	NOUN
fis-3072	163	14	without	without	ADP
fis-3072	163	15	transverse	transverse	NOUN
fis-3072	163	16	reinforcement	reinforcement	NOUN
fis-3072	163	17	according	accord	VERB
fis-3072	163	18	to	to	ADP
fis-3072	163	19	their	their	PRON
fis-3072	163	20	length	length	NOUN
fis-3072	163	21	.	.	PUNCT
fis-3072	164	1	design	design	NOUN
fis-3072	164	2	methods	method	NOUN
fis-3072	164	3	do	do	AUX
fis-3072	164	4	predict	predict	VERB
fis-3072	164	5	the	the	DET
fis-3072	164	6	shear	shear	NOUN
fis-3072	164	7	capacity	capacity	NOUN
fis-3072	164	8	which	which	PRON
fis-3072	164	9	are	be	AUX
fis-3072	164	10	used	use	VERB
fis-3072	164	11	for	for	ADP
fis-3072	164	12	slender	slender	ADJ
fis-3072	164	13	beams	beam	NOUN
fis-3072	164	14	are	be	AUX
fis-3072	164	15	not	not	PART
fis-3072	164	16	suitable	suitable	ADJ
fis-3072	164	17	for	for	ADP
fis-3072	164	18	short	short	ADJ
fis-3072	164	19	beams	beam	NOUN
fis-3072	164	20	.	.	PUNCT
fis-3072	165	1	longer	long	ADV
fis-3072	165	2	beam	beam	VERB
fis-3072	165	3	a	a	PRON
fis-3072	165	4	/	/	SYM
fis-3072	165	5	d	d	NOUN
fis-3072	165	6	=	=	SYM
fis-3072	165	7	2.5	2.5	NUM
fis-3072	165	8	v	v	NOUN
fis-3072	165	9	=	=	SYM
fis-3072	165	10	30	30	NUM
fis-3072	165	11	kn	kn	NOUN
fis-3072	165	12	v	v	NOUN
fis-3072	165	13	=	=	SYM
fis-3072	165	14	51	51	NUM
fis-3072	165	15	kn	kn	PROPN
fis-3072	165	16	short	short	ADJ
fis-3072	165	17	beam	beam	NOUN
fis-3072	165	18	a	a	PRON
fis-3072	165	19	/	/	SYM
fis-3072	165	20	d	d	NOUN
fis-3072	165	21	=	=	SYM
fis-3072	165	22	1.8	1.8	NUM
fis-3072	165	23	v	v	NOUN
fis-3072	165	24	=	=	SYM
fis-3072	165	25	30	30	NUM
fis-3072	165	26	kn	kn	NOUN
fis-3072	165	27	v	v	NOUN
fis-3072	165	28	=	=	SYM
fis-3072	165	29	66	66	NUM
fis-3072	165	30	kn	kn	NOUN
fis-3072	165	31	figure	figure	NOUN
fis-3072	165	32	9	9	NUM
fis-3072	165	33	:	:	PUNCT
fis-3072	165	34	total	total	ADJ
fis-3072	165	35	strain	strain	NOUN
fis-3072	165	36	distribution	distribution	NOUN
fis-3072	165	37	–	–	PUNCT
fis-3072	165	38	fem	fem	NOUN
fis-3072	165	39	results	result	NOUN
fis-3072	165	40	.	.	PUNCT
fis-3072	166	1	conclusions	conclusion	NOUN
fis-3072	166	2	ased	ase	VERB
fis-3072	166	3	on	on	ADP
fis-3072	166	4	the	the	DET
fis-3072	166	5	performed	perform	VERB
fis-3072	166	6	analysis	analysis	NOUN
fis-3072	166	7	of	of	ADP
fis-3072	166	8	cracking	cracking	NOUN
fis-3072	166	9	process	process	NOUN
fis-3072	166	10	and	and	CCONJ
fis-3072	166	11	the	the	DET
fis-3072	166	12	character	character	NOUN
fis-3072	166	13	of	of	ADP
fis-3072	166	14	failure	failure	NOUN
fis-3072	166	15	in	in	ADP
fis-3072	166	16	longitudinally	longitudinally	ADV
fis-3072	166	17	reinforced	reinforce	VERB
fis-3072	166	18	concrete	concrete	ADJ
fis-3072	166	19	beams	beam	NOUN
fis-3072	166	20	without	without	ADP
fis-3072	166	21	transverse	transverse	NOUN
fis-3072	166	22	reinforcement	reinforcement	NOUN
fis-3072	166	23	,	,	PUNCT
fis-3072	166	24	the	the	DET
fis-3072	166	25	following	follow	VERB
fis-3072	166	26	conclusions	conclusion	NOUN
fis-3072	166	27	can	can	AUX
fis-3072	166	28	be	be	AUX
fis-3072	166	29	drown	drown	VERB
fis-3072	166	30	:	:	PUNCT
fis-3072	167	1	1	1	X
fis-3072	167	2	.	.	X
fis-3072	167	3	the	the	DET
fis-3072	167	4	significant	significant	ADJ
fis-3072	167	5	influence	influence	NOUN
fis-3072	167	6	of	of	ADP
fis-3072	167	7	the	the	DET
fis-3072	167	8	beam	beam	NOUN
fis-3072	167	9	’s	’s	PART
fis-3072	167	10	length	length	NOUN
fis-3072	167	11	and	and	CCONJ
fis-3072	167	12	the	the	DET
fis-3072	167	13	shear	shear	NOUN
fis-3072	167	14	span	span	NOUN
fis-3072	167	15	-	-	PUNCT
fis-3072	167	16	to	to	ADP
fis-3072	167	17	-	-	PUNCT
fis-3072	167	18	depth	depth	NOUN
fis-3072	167	19	ratio	ratio	NOUN
fis-3072	167	20	on	on	ADP
fis-3072	167	21	the	the	DET
fis-3072	167	22	shear	shear	NOUN
fis-3072	167	23	capacity	capacity	NOUN
fis-3072	167	24	and	and	CCONJ
fis-3072	167	25	the	the	DET
fis-3072	167	26	character	character	NOUN
fis-3072	167	27	of	of	ADP
fis-3072	167	28	failure	failure	NOUN
fis-3072	167	29	is	be	AUX
fis-3072	167	30	observed	observe	VERB
fis-3072	167	31	in	in	ADP
fis-3072	167	32	reinforced	reinforce	VERB
fis-3072	167	33	concrete	concrete	ADJ
fis-3072	167	34	beams	beam	NOUN
fis-3072	167	35	without	without	ADP
fis-3072	167	36	transverse	transverse	NOUN
fis-3072	167	37	reinforcement	reinforcement	NOUN
fis-3072	167	38	.	.	PUNCT
fis-3072	168	1	2	2	X
fis-3072	168	2	.	.	X
fis-3072	168	3	different	different	ADJ
fis-3072	168	4	character	character	NOUN
fis-3072	168	5	of	of	ADP
fis-3072	168	6	failure	failure	NOUN
fis-3072	168	7	is	be	AUX
fis-3072	168	8	noticed	notice	VERB
fis-3072	168	9	in	in	ADP
fis-3072	168	10	short	short	ADJ
fis-3072	168	11	beams	beam	NOUN
fis-3072	168	12	comparing	compare	VERB
fis-3072	168	13	to	to	ADP
fis-3072	168	14	typical	typical	ADJ
fis-3072	168	15	slender	slender	ADJ
fis-3072	168	16	beams	beam	NOUN
fis-3072	168	17	.	.	PUNCT
fis-3072	169	1	in	in	ADP
fis-3072	169	2	slender	slender	ADJ
fis-3072	169	3	beams	beam	NOUN
fis-3072	169	4	a	a	DET
fis-3072	169	5	brittle	brittle	ADJ
fis-3072	169	6	shear	shear	NOUN
fis-3072	169	7	failure	failure	NOUN
fis-3072	169	8	is	be	AUX
fis-3072	169	9	caused	cause	VERB
fis-3072	169	10	by	by	ADP
fis-3072	169	11	a	a	DET
fis-3072	169	12	sudden	sudden	ADJ
fis-3072	169	13	development	development	NOUN
fis-3072	169	14	of	of	ADP
fis-3072	169	15	the	the	DET
fis-3072	169	16	first	first	ADJ
fis-3072	169	17	diagonal	diagonal	ADJ
fis-3072	169	18	crack	crack	NOUN
fis-3072	169	19	.	.	PUNCT
fis-3072	170	1	the	the	DET
fis-3072	170	2	load	load	NOUN
fis-3072	170	3	capacity	capacity	NOUN
fis-3072	170	4	is	be	AUX
fis-3072	170	5	low	low	ADJ
fis-3072	170	6	and	and	CCONJ
fis-3072	170	7	it	it	PRON
fis-3072	170	8	depends	depend	VERB
fis-3072	170	9	on	on	ADP
fis-3072	170	10	the	the	DET
fis-3072	170	11	shear	shear	NOUN
fis-3072	170	12	force	force	NOUN
fis-3072	170	13	which	which	PRON
fis-3072	170	14	causes	cause	VERB
fis-3072	170	15	diagonal	diagonal	ADJ
fis-3072	170	16	cracking	cracking	NOUN
fis-3072	170	17	.	.	PUNCT
fis-3072	171	1	in	in	ADP
fis-3072	171	2	short	short	ADJ
fis-3072	171	3	beams	beam	NOUN
fis-3072	171	4	a	a	DET
fis-3072	171	5	more	more	ADV
fis-3072	171	6	stable	stable	ADJ
fis-3072	171	7	growth	growth	NOUN
fis-3072	171	8	of	of	ADP
fis-3072	171	9	two	two	NUM
fis-3072	171	10	inclined	inclined	ADJ
fis-3072	171	11	cracks	crack	NOUN
fis-3072	171	12	is	be	AUX
fis-3072	171	13	observed	observe	VERB
fis-3072	171	14	and	and	CCONJ
fis-3072	171	15	a	a	DET
fis-3072	171	16	significantly	significantly	ADV
fis-3072	171	17	higher	high	ADJ
fis-3072	171	18	load	load	NOUN
fis-3072	171	19	capacity	capacity	NOUN
fis-3072	171	20	is	be	AUX
fis-3072	171	21	reached	reach	VERB
fis-3072	171	22	.	.	PUNCT
fis-3072	172	1	3	3	X
fis-3072	172	2	.	.	X
fis-3072	172	3	the	the	DET
fis-3072	172	4	fracture	fracture	NOUN
fis-3072	172	5	process	process	NOUN
fis-3072	172	6	in	in	ADP
fis-3072	172	7	the	the	DET
fis-3072	172	8	beams	beam	NOUN
fis-3072	172	9	changes	change	NOUN
fis-3072	172	10	also	also	ADV
fis-3072	172	11	according	accord	VERB
fis-3072	172	12	to	to	ADP
fis-3072	172	13	the	the	DET
fis-3072	172	14	shear	shear	NOUN
fis-3072	172	15	span	span	NOUN
fis-3072	172	16	-	-	PUNCT
fis-3072	172	17	to	to	ADP
fis-3072	172	18	-	-	PUNCT
fis-3072	172	19	depth	depth	NOUN
fis-3072	172	20	ratio	ratio	NOUN
fis-3072	172	21	a	a	DET
fis-3072	172	22	/	/	SYM
fis-3072	172	23	d.	d.	NOUN
fis-3072	172	24	in	in	ADP
fis-3072	172	25	the	the	DET
fis-3072	172	26	beams	beam	NOUN
fis-3072	172	27	characterized	characterize	VERB
fis-3072	172	28	by	by	ADP
fis-3072	172	29	a	a	DET
fis-3072	172	30	/	/	SYM
fis-3072	172	31	d	d	PROPN
fis-3072	172	32	2.5	2.5	NUM
fis-3072	172	33	,	,	PUNCT
fis-3072	172	34	the	the	DET
fis-3072	172	35	beam	beam	ADJ
fis-3072	172	36	shear	shear	NOUN
fis-3072	172	37	-	-	PUNCT
fis-3072	172	38	transfer	transfer	NOUN
fis-3072	172	39	action	action	NOUN
fis-3072	172	40	takes	take	VERB
fis-3072	172	41	place	place	NOUN
fis-3072	172	42	whereas	whereas	SCONJ
fis-3072	172	43	in	in	ADP
fis-3072	172	44	the	the	DET
fis-3072	172	45	beams	beam	NOUN
fis-3072	172	46	of	of	ADP
fis-3072	172	47	a	a	PRON
fis-3072	172	48	/	/	SYM
fis-3072	172	49	d	d	X
fis-3072	172	50	<	<	X
fis-3072	172	51	2.5	2.5	NUM
fis-3072	172	52	the	the	DET
fis-3072	172	53	arching	arch	VERB
fis-3072	172	54	action	action	NOUN
fis-3072	172	55	predominates	predominate	VERB
fis-3072	172	56	.	.	PUNCT
fis-3072	173	1	the	the	DET
fis-3072	173	2	transfer	transfer	NOUN
fis-3072	173	3	from	from	ADP
fis-3072	173	4	the	the	DET
fis-3072	173	5	beam	beam	NOUN
fis-3072	173	6	action	action	NOUN
fis-3072	173	7	to	to	ADP
fis-3072	173	8	the	the	DET
fis-3072	173	9	arch	arch	ADJ
fis-3072	173	10	action	action	NOUN
fis-3072	173	11	is	be	AUX
fis-3072	173	12	the	the	DET
fis-3072	173	13	main	main	ADJ
fis-3072	173	14	factor	factor	NOUN
fis-3072	173	15	which	which	PRON
fis-3072	173	16	causes	cause	VERB
fis-3072	173	17	a	a	DET
fis-3072	173	18	different	different	ADJ
fis-3072	173	19	character	character	NOUN
fis-3072	173	20	of	of	ADP
fis-3072	173	21	fracture	fracture	NOUN
fis-3072	173	22	process	process	NOUN
fis-3072	173	23	in	in	ADP
fis-3072	173	24	reinforced	reinforce	VERB
fis-3072	173	25	concrete	concrete	ADJ
fis-3072	173	26	beams	beam	NOUN
fis-3072	173	27	without	without	ADP
fis-3072	173	28	transverse	transverse	NOUN
fis-3072	173	29	reinforcement	reinforcement	NOUN
fis-3072	173	30	.	.	PUNCT
fis-3072	174	1	the	the	DET
fis-3072	174	2	special	special	ADJ
fis-3072	174	3	fib	fib	ADJ
fis-3072	174	4	report	report	NOUN
fis-3072	174	5	[	[	X
fis-3072	174	6	29	29	NUM
fis-3072	174	7	]	]	PUNCT
fis-3072	174	8	was	be	AUX
fis-3072	174	9	dedicated	dedicate	VERB
fis-3072	174	10	to	to	PART
fis-3072	174	11	shear	shear	VERB
fis-3072	174	12	in	in	ADP
fis-3072	174	13	structural	structural	ADJ
fis-3072	174	14	concrete	concrete	NOUN
fis-3072	174	15	in	in	ADP
fis-3072	174	16	2018	2018	NUM
fis-3072	174	17	,	,	PUNCT
fis-3072	174	18	where	where	SCONJ
fis-3072	174	19	in	in	ADP
fis-3072	174	20	the	the	DET
fis-3072	174	21	concluding	concluding	NOUN
fis-3072	174	22	remarks	remark	NOUN
fis-3072	174	23	[	[	X
fis-3072	174	24	30	30	NUM
fis-3072	174	25	]	]	PUNCT
fis-3072	174	26	it	it	PRON
fis-3072	174	27	has	have	AUX
fis-3072	174	28	been	be	AUX
fis-3072	174	29	pointed	point	VERB
fis-3072	174	30	that	that	SCONJ
fis-3072	174	31	:	:	PUNCT
fis-3072	174	32	“	"	PUNCT
fis-3072	174	33	…	…	PUNCT
fis-3072	174	34	the	the	DET
fis-3072	174	35	hypotheses	hypothesis	NOUN
fis-3072	174	36	underlying	underlie	VERB
fis-3072	174	37	existing	exist	VERB
fis-3072	174	38	models	model	NOUN
fis-3072	174	39	for	for	ADP
fis-3072	174	40	the	the	DET
fis-3072	174	41	shear	shear	NOUN
fis-3072	174	42	behavior	behavior	NOUN
fis-3072	174	43	of	of	ADP
fis-3072	174	44	structural	structural	ADJ
fis-3072	174	45	concrete	concrete	NOUN
fis-3072	174	46	are	be	AUX
fis-3072	174	47	mainly	mainly	ADV
fis-3072	174	48	based	base	VERB
fis-3072	174	49	on	on	ADP
fis-3072	174	50	interpreted	interpret	VERB
fis-3072	174	51	(	(	PUNCT
fis-3072	174	52	rather	rather	ADV
fis-3072	174	53	than	than	ADP
fis-3072	174	54	measured	measured	ADJ
fis-3072	174	55	)	)	PUNCT
fis-3072	174	56	data	datum	NOUN
fis-3072	174	57	from	from	ADP
fis-3072	174	58	experiments	experiment	NOUN
fis-3072	174	59	that	that	PRON
fis-3072	174	60	are	be	AUX
fis-3072	174	61	not	not	PART
fis-3072	174	62	representative	representative	ADJ
fis-3072	174	63	of	of	ADP
fis-3072	174	64	real	real	ADJ
fis-3072	174	65	-	-	PUNCT
fis-3072	174	66	lifestructures	lifestructure	NOUN
fis-3072	174	67	.	.	PUNCT
fis-3072	175	1	hence	hence	ADV
fis-3072	175	2	,	,	PUNCT
fis-3072	175	3	the	the	DET
fis-3072	175	4	existing	exist	VERB
fis-3072	175	5	models	model	NOUN
fis-3072	175	6	are	be	AUX
fis-3072	175	7	biased	bias	VERB
fis-3072	175	8	and	and	CCONJ
fis-3072	175	9	may	may	AUX
fis-3072	175	10	not	not	PART
fis-3072	175	11	capture	capture	VERB
fis-3072	175	12	the	the	DET
fis-3072	175	13	real	real	ADJ
fis-3072	175	14	mechanical	mechanical	ADJ
fis-3072	175	15	behaviour	behaviour	NOUN
fis-3072	175	16	.	.	PUNCT
fis-3072	176	1	consequently	consequently	ADV
fis-3072	176	2	,	,	PUNCT
fis-3072	176	3	no	no	DET
fis-3072	176	4	general	general	ADJ
fis-3072	176	5	accepted	accept	VERB
fis-3072	176	6	theory	theory	NOUN
fis-3072	176	7	,	,	PUNCT
fis-3072	176	8	in	in	ADP
fis-3072	176	9	particular	particular	ADJ
fis-3072	176	10	for	for	ADP
fis-3072	176	11	members	member	NOUN
fis-3072	176	12	with	with	ADP
fis-3072	176	13	very	very	ADV
fis-3072	176	14	little	little	ADJ
fis-3072	176	15	or	or	CCONJ
fis-3072	176	16	no	no	PRON
fis-3072	176	17	stirrup	stirrup	NOUN
fis-3072	176	18	reinforcement	reinforcement	NOUN
fis-3072	176	19	,	,	PUNCT
fis-3072	176	20	is	be	AUX
fis-3072	176	21	available	available	ADJ
fis-3072	176	22	today	today	NOUN
fis-3072	176	23	.	.	PUNCT
fis-3072	177	1	however	however	ADV
fis-3072	177	2	,	,	PUNCT
fis-3072	177	3	b	b	PROPN
fis-3072	177	4	m.	m.	PROPN
fis-3072	177	5	słowik	słowik	PROPN
fis-3072	177	6	,	,	PUNCT
fis-3072	177	7	frattura	frattura	PROPN
fis-3072	177	8	ed	ed	PROPN
fis-3072	177	9	integrità	integrità	PROPN
fis-3072	177	10	strutturale	strutturale	PROPN
fis-3072	177	11	,	,	PUNCT
fis-3072	177	12	57	57	NUM
fis-3072	177	13	(	(	PUNCT
fis-3072	177	14	2021	2021	NUM
fis-3072	177	15	)	)	PUNCT
fis-3072	177	16	321	321	NUM
fis-3072	177	17	-	-	SYM
fis-3072	177	18	330	330	NUM
fis-3072	177	19	;	;	PUNCT
fis-3072	177	20	doi	doi	NOUN
fis-3072	177	21	:	:	PUNCT
fis-3072	177	22	10.3221	10.3221	NUM
fis-3072	177	23	/	/	SYM
fis-3072	177	24	igf	igf	PROPN
fis-3072	177	25	-	-	PROPN
fis-3072	177	26	esis.57.23	esis.57.23	PROPN
fis-3072	177	27	329	329	NUM
fis-3072	177	28	such	such	DET
fis-3072	177	29	a	a	DET
fis-3072	177	30	theory	theory	NOUN
fis-3072	177	31	is	be	AUX
fis-3072	177	32	essential	essential	ADJ
fis-3072	177	33	,	,	PUNCT
fis-3072	177	34	in	in	ADP
fis-3072	177	35	particular	particular	ADJ
fis-3072	177	36	to	to	PART
fis-3072	177	37	avoid	avoid	VERB
fis-3072	177	38	unnecessary	unnecessary	ADJ
fis-3072	177	39	strengthening	strengthening	NOUN
fis-3072	177	40	of	of	ADP
fis-3072	177	41	countless	countless	ADJ
fis-3072	177	42	existing	exist	VERB
fis-3072	177	43	infrastructure	infrastructure	NOUN
fis-3072	177	44	objects	object	NOUN
fis-3072	177	45	that	that	PRON
fis-3072	177	46	are	be	AUX
fis-3072	177	47	“	"	PUNCT
fis-3072	177	48	structurally	structurally	ADV
fis-3072	177	49	deficient	deficient	ADJ
fis-3072	177	50	”	"	PUNCT
fis-3072	177	51	according	accord	VERB
fis-3072	177	52	to	to	ADP
fis-3072	177	53	current	current	ADJ
fis-3072	177	54	codes	code	NOUN
fis-3072	177	55	.	.	PUNCT
fis-3072	178	1	…	…	PUNCT
fis-3072	178	2	”	"	PUNCT
fis-3072	178	3	.	.	PUNCT
fis-3072	179	1	the	the	DET
fis-3072	179	2	performed	perform	VERB
fis-3072	179	3	experiments	experiment	NOUN
fis-3072	179	4	presented	present	VERB
fis-3072	179	5	in	in	ADP
fis-3072	179	6	the	the	DET
fis-3072	179	7	paper	paper	NOUN
fis-3072	179	8	provide	provide	VERB
fis-3072	179	9	more	more	ADJ
fis-3072	179	10	insight	insight	NOUN
fis-3072	179	11	in	in	ADP
fis-3072	179	12	recognizing	recognize	VERB
fis-3072	179	13	the	the	DET
fis-3072	179	14	failure	failure	NOUN
fis-3072	179	15	processes	process	NOUN
fis-3072	179	16	in	in	ADP
fis-3072	179	17	reinforced	reinforce	VERB
fis-3072	179	18	concrete	concrete	ADJ
fis-3072	179	19	members	member	NOUN
fis-3072	179	20	without	without	ADP
fis-3072	179	21	shear	shear	NOUN
fis-3072	179	22	reinforcement	reinforcement	NOUN
fis-3072	179	23	of	of	ADP
fis-3072	179	24	different	different	ADJ
fis-3072	179	25	length	length	NOUN
fis-3072	179	26	.	.	PUNCT
fis-3072	180	1	taking	take	VERB
fis-3072	180	2	into	into	ADP
fis-3072	180	3	account	account	NOUN
fis-3072	180	4	the	the	DET
fis-3072	180	5	obtained	obtain	VERB
fis-3072	180	6	results	result	NOUN
fis-3072	180	7	it	it	PRON
fis-3072	180	8	can	can	AUX
fis-3072	180	9	be	be	AUX
fis-3072	180	10	concluded	conclude	VERB
fis-3072	180	11	that	that	SCONJ
fis-3072	180	12	failure	failure	NOUN
fis-3072	180	13	and	and	CCONJ
fis-3072	180	14	load	load	NOUN
fis-3072	180	15	carrying	carry	VERB
fis-3072	180	16	capacity	capacity	NOUN
fis-3072	180	17	in	in	ADP
fis-3072	180	18	slender	slender	ADJ
fis-3072	180	19	beams	beam	NOUN
fis-3072	180	20	and	and	CCONJ
fis-3072	180	21	short	short	ADJ
fis-3072	180	22	beams	beam	NOUN
fis-3072	180	23	should	should	AUX
fis-3072	180	24	be	be	AUX
fis-3072	180	25	analyzed	analyze	VERB
fis-3072	180	26	separately	separately	ADV
fis-3072	180	27	.	.	PUNCT
fis-3072	181	1	the	the	DET
fis-3072	181	2	design	design	NOUN
fis-3072	181	3	methods	method	NOUN
fis-3072	181	4	to	to	PART
fis-3072	181	5	predict	predict	VERB
fis-3072	181	6	the	the	DET
fis-3072	181	7	shear	shear	NOUN
fis-3072	181	8	capacity	capacity	NOUN
fis-3072	181	9	of	of	ADP
fis-3072	181	10	reinforced	reinforce	VERB
fis-3072	181	11	concrete	concrete	ADJ
fis-3072	181	12	members	member	NOUN
fis-3072	181	13	without	without	ADP
fis-3072	181	14	transverse	transverse	NOUN
fis-3072	181	15	reinforcement	reinforcement	NOUN
fis-3072	181	16	should	should	AUX
fis-3072	181	17	rely	rely	VERB
fis-3072	181	18	on	on	ADP
fis-3072	181	19	a	a	DET
fis-3072	181	20	comprehensive	comprehensive	ADJ
fis-3072	181	21	understanding	understanding	NOUN
fis-3072	181	22	of	of	ADP
fis-3072	181	23	failure	failure	NOUN
fis-3072	181	24	processes	process	NOUN
fis-3072	181	25	which	which	PRON
fis-3072	181	26	are	be	AUX
fis-3072	181	27	connected	connect	VERB
fis-3072	181	28	with	with	ADP
fis-3072	181	29	different	different	ADJ
fis-3072	181	30	shear	shear	NOUN
fis-3072	181	31	transfer	transfer	NOUN
fis-3072	181	32	mechanisms	mechanism	NOUN
fis-3072	181	33	in	in	ADP
fis-3072	181	34	short	short	ADJ
fis-3072	181	35	beams	beam	NOUN
fis-3072	181	36	comparing	compare	VERB
fis-3072	181	37	to	to	ADP
fis-3072	181	38	mechanisms	mechanism	NOUN
fis-3072	181	39	observed	observe	VERB
fis-3072	181	40	in	in	ADP
fis-3072	181	41	typical	typical	ADJ
fis-3072	181	42	slender	slender	ADJ
fis-3072	181	43	beams	beam	NOUN
fis-3072	181	44	.	.	PUNCT
fis-3072	182	1	acknowledgments	acknowledgment	NOUN
fis-3072	182	2	his	his	PRON
fis-3072	182	3	work	work	NOUN
fis-3072	182	4	was	be	AUX
fis-3072	182	5	supported	support	VERB
fis-3072	182	6	by	by	ADP
fis-3072	182	7	lublin	lublin	PROPN
fis-3072	182	8	university	university	PROPN
fis-3072	182	9	of	of	ADP
fis-3072	182	10	technology	technology	NOUN
fis-3072	182	11	.	.	PUNCT
fis-3072	183	1	references	reference	NOUN
fis-3072	183	2	[	[	X
fis-3072	183	3	1	1	NUM
fis-3072	183	4	]	]	PUNCT
fis-3072	183	5	oliviera	oliviera	NOUN
fis-3072	183	6	m.	m.	PROPN
fis-3072	183	7	c.	c.	PROPN
fis-3072	183	8	,	,	PUNCT
fis-3072	183	9	da	da	PROPN
fis-3072	183	10	cunha	cunha	VERB
fis-3072	183	11	teles	teles	PROPN
fis-3072	183	12	d.	d.	PROPN
fis-3072	183	13	v.	v.	PROPN
fis-3072	183	14	,	,	PUNCT
fis-3072	183	15	de	de	PROPN
fis-3072	183	16	figueiredo	figueiredo	PROPN
fis-3072	183	17	amorin	amorin	PROPN
fis-3072	183	18	d.	d.	PROPN
fis-3072	183	19	l.	l.	PROPN
fis-3072	183	20	n.	n.	PROPN
fis-3072	183	21	(	(	PUNCT
fis-3072	183	22	2020	2020	NUM
fis-3072	183	23	)	)	PUNCT
fis-3072	183	24	.	.	PUNCT
fis-3072	184	1	shear	shear	NOUN
fis-3072	184	2	behaviour	behaviour	NOUN
fis-3072	184	3	of	of	ADP
fis-3072	184	4	reinforced	reinforce	VERB
fis-3072	184	5	concrete	concrete	ADJ
fis-3072	184	6	beams	beam	NOUN
fis-3072	184	7	under	under	ADP
fis-3072	184	8	impact	impact	NOUN
fis-3072	184	9	loads	load	NOUN
fis-3072	184	10	by	by	ADP
fis-3072	184	11	the	the	DET
fis-3072	184	12	lumped	lump	VERB
fis-3072	184	13	damage	damage	NOUN
fis-3072	184	14	framework	framework	NOUN
fis-3072	184	15	.	.	PUNCT
fis-3072	185	1	frattura	frattura	PROPN
fis-3072	185	2	ed	ed	PROPN
fis-3072	185	3	integrità	integrità	PROPN
fis-3072	185	4	strutturale	strutturale	PROPN
fis-3072	185	5	,	,	PUNCT
fis-3072	185	6	53	53	NUM
fis-3072	185	7	,	,	PUNCT
fis-3072	185	8	pp	pp	ADJ
fis-3072	185	9	.	.	PUNCT
fis-3072	186	1	13	13	NUM
fis-3072	186	2	-	-	SYM
fis-3072	186	3	25	25	NUM
fis-3072	186	4	.	.	PUNCT
fis-3072	186	5	doi	doi	NOUN
fis-3072	186	6	:	:	PUNCT
fis-3072	186	7	10.3221	10.3221	NUM
fis-3072	186	8	/	/	SYM
fis-3072	186	9	igf	igf	PROPN
fis-3072	186	10	-	-	PROPN
fis-3072	186	11	esis.53.02	esis.53.02	PROPN
fis-3072	186	12	.	.	PUNCT
fis-3072	187	1	[	[	X
fis-3072	187	2	2	2	NUM
fis-3072	187	3	]	]	X
fis-3072	187	4	leonhardt	leonhardt	PROPN
fis-3072	187	5	f.	f.	PROPN
fis-3072	187	6	,	,	PUNCT
fis-3072	187	7	walther	walther	PROPN
fis-3072	187	8	r.	r.	PROPN
fis-3072	187	9	(	(	PUNCT
fis-3072	187	10	1962	1962	NUM
fis-3072	187	11	)	)	PUNCT
fis-3072	187	12	.	.	PUNCT
fis-3072	188	1	beiträge	beiträge	PROPN
fis-3072	188	2	zur	zur	PROPN
fis-3072	188	3	behanndlung	behanndlung	PROPN
fis-3072	188	4	der	der	PROPN
fis-3072	188	5	schubprobleme	schubprobleme	NOUN
fis-3072	188	6	i	i	PRON
fis-3072	188	7	m	m	VERB
fis-3072	188	8	stahlbetonbau	stahlbetonbau	ADJ
fis-3072	188	9	.	.	PUNCT
fis-3072	189	1	in	in	ADP
fis-3072	189	2	:	:	PUNCT
fis-3072	189	3	schubversuche	schubversuche	PROPN
fis-3072	189	4	an	an	DET
fis-3072	189	5	einfeldrigen	einfeldrigen	NOUN
fis-3072	189	6	stahlbetonbalken	stahlbetonbalken	VERB
fis-3072	189	7	mit	mit	NOUN
fis-3072	189	8	und	und	PROPN
fis-3072	189	9	ohne	ohne	NOUN
fis-3072	189	10	schubbewehrung	schubbewehrung	PROPN
fis-3072	189	11	,	,	PUNCT
fis-3072	189	12	deutscher	deutscher	PROPN
fis-3072	189	13	ausschuss	ausschuss	PROPN
fis-3072	189	14	für	für	PROPN
fis-3072	189	15	stahlbeton	stahlbeton	PROPN
fis-3072	189	16	,	,	PUNCT
fis-3072	189	17	berlin	berlin	PROPN
fis-3072	189	18	,	,	PUNCT
fis-3072	189	19	heft	heft	ADJ
fis-3072	189	20	151	151	NUM
fis-3072	189	21	.	.	PUNCT
fis-3072	190	1	[	[	X
fis-3072	190	2	3	3	X
fis-3072	190	3	]	]	X
fis-3072	190	4	kani	kani	NOUN
fis-3072	190	5	g.n.j	g.n.j	X
fis-3072	190	6	.	.	PUNCT
fis-3072	191	1	(	(	PUNCT
fis-3072	191	2	1966	1966	NUM
fis-3072	191	3	)	)	PUNCT
fis-3072	191	4	.	.	PUNCT
fis-3072	192	1	basic	basic	ADJ
fis-3072	192	2	facts	fact	NOUN
fis-3072	192	3	concerning	concern	VERB
fis-3072	192	4	shear	shear	NOUN
fis-3072	192	5	failure	failure	NOUN
fis-3072	192	6	.	.	PUNCT
fis-3072	193	1	journal	journal	NOUN
fis-3072	193	2	of	of	ADP
fis-3072	193	3	the	the	DET
fis-3072	193	4	american	american	PROPN
fis-3072	193	5	concrete	concrete	PROPN
fis-3072	193	6	institute	institute	PROPN
fis-3072	193	7	,	,	PUNCT
fis-3072	193	8	june	june	PROPN
fis-3072	193	9	,	,	PUNCT
fis-3072	193	10	pp	pp	PROPN
fis-3072	193	11	.	.	PUNCT
fis-3072	193	12	675692	675692	NUM
fis-3072	193	13	.	.	PUNCT
fis-3072	194	1	[	[	X
fis-3072	194	2	4	4	X
fis-3072	194	3	]	]	X
fis-3072	194	4	baumann	baumann	PROPN
fis-3072	194	5	t.	t.	PROPN
fis-3072	194	6	,	,	PUNCT
fis-3072	194	7	rüsch	rüsch	PROPN
fis-3072	194	8	h.	h.	PROPN
fis-3072	194	9	(	(	PUNCT
fis-3072	194	10	1970	1970	NUM
fis-3072	194	11	)	)	PUNCT
fis-3072	194	12	.	.	PUNCT
fis-3072	195	1	versuche	versuche	PROPN
fis-3072	195	2	zum	zum	PROPN
fis-3072	195	3	studium	studium	PROPN
fis-3072	195	4	der	der	PROPN
fis-3072	195	5	verdubelungswirkung	verdubelungswirkung	PROPN
fis-3072	195	6	der	der	PROPN
fis-3072	195	7	biegezugbewehrung	biegezugbewehrung	PROPN
fis-3072	195	8	eines	eine	NOUN
fis-3072	195	9	stahlbetonbalken	stahlbetonbalken	VERB
fis-3072	195	10	.	.	PUNCT
fis-3072	196	1	deutscher	deutscher	PROPN
fis-3072	196	2	ausschuss	ausschuss	PROPN
fis-3072	196	3	für	für	PROPN
fis-3072	196	4	stahlbeton	stahlbeton	PROPN
fis-3072	196	5	,	,	PUNCT
fis-3072	196	6	no	no	INTJ
fis-3072	196	7	.	.	NOUN
fis-3072	196	8	210	210	NUM
fis-3072	196	9	,	,	PUNCT
fis-3072	196	10	ernst	ernst	PROPN
fis-3072	196	11	&	&	CCONJ
fis-3072	196	12	sohn	sohn	PROPN
fis-3072	196	13	,	,	PUNCT
fis-3072	196	14	berlin	berlin	PROPN
fis-3072	196	15	,	,	PUNCT
fis-3072	196	16	pp	pp	PROPN
fis-3072	196	17	.	.	PUNCT
fis-3072	197	1	43	43	NUM
fis-3072	197	2	-	-	SYM
fis-3072	197	3	83	83	NUM
fis-3072	197	4	.	.	PUNCT
fis-3072	198	1	[	[	X
fis-3072	198	2	5	5	X
fis-3072	198	3	]	]	X
fis-3072	198	4	jelić	jelić	ADJ
fis-3072	198	5	i.	i.	NOUN
fis-3072	198	6	,	,	PUNCT
fis-3072	198	7	pavlović	pavlović	NOUN
fis-3072	198	8	m.n	m.n	PROPN
fis-3072	198	9	.	.	PROPN
fis-3072	198	10	,	,	PUNCT
fis-3072	198	11	kotsovos	kotsovos	PROPN
fis-3072	198	12	m.d	m.d	PROPN
fis-3072	198	13	.	.	PROPN
fis-3072	198	14	(	(	PUNCT
fis-3072	198	15	1999	1999	NUM
fis-3072	198	16	)	)	PUNCT
fis-3072	198	17	.	.	PUNCT
fis-3072	199	1	a	a	DET
fis-3072	199	2	study	study	NOUN
fis-3072	199	3	of	of	ADP
fis-3072	199	4	dowel	dowel	ADJ
fis-3072	199	5	action	action	NOUN
fis-3072	199	6	in	in	ADP
fis-3072	199	7	reinforced	reinforce	VERB
fis-3072	199	8	concrete	concrete	ADJ
fis-3072	199	9	beams	beam	NOUN
fis-3072	199	10	.	.	PUNCT
fis-3072	200	1	magazine	magazine	NOUN
fis-3072	200	2	of	of	ADP
fis-3072	200	3	concrete	concrete	ADJ
fis-3072	200	4	research	research	NOUN
fis-3072	200	5	,	,	PUNCT
fis-3072	200	6	51	51	NUM
fis-3072	200	7	,	,	PUNCT
fis-3072	200	8	no	no	INTJ
fis-3072	200	9	.	.	NOUN
fis-3072	200	10	2	2	NUM
fis-3072	200	11	,	,	PUNCT
fis-3072	200	12	pp	pp	ADJ
fis-3072	200	13	.	.	PUNCT
fis-3072	201	1	131	131	NUM
fis-3072	201	2	-	-	SYM
fis-3072	201	3	141	141	NUM
fis-3072	201	4	.	.	PUNCT
fis-3072	202	1	doi	doi	NOUN
fis-3072	202	2	:	:	PUNCT
fis-3072	202	3	10.1680	10.1680	NUM
fis-3072	202	4	/	/	SYM
fis-3072	202	5	macr.1999.51.2.131	macr.1999.51.2.131	NOUN
fis-3072	202	6	.	.	PUNCT
fis-3072	203	1	[	[	X
fis-3072	203	2	6	6	NUM
fis-3072	203	3	]	]	PUNCT
fis-3072	203	4	carmona	carmona	PROPN
fis-3072	203	5	j.r	j.r	PROPN
fis-3072	203	6	.	.	PROPN
fis-3072	203	7	,	,	PUNCT
fis-3072	203	8	ruiz	ruiz	PROPN
fis-3072	203	9	g.	g.	PROPN
fis-3072	203	10	,	,	PUNCT
fis-3072	203	11	viso	viso	PROPN
fis-3072	203	12	j.r	j.r	PROPN
fis-3072	203	13	.	.	PROPN
fis-3072	203	14	(	(	PUNCT
fis-3072	203	15	2007	2007	NUM
fis-3072	203	16	)	)	PUNCT
fis-3072	203	17	.	.	PUNCT
fis-3072	204	1	mixed	mix	VERB
fis-3072	204	2	-	-	PUNCT
fis-3072	204	3	mode	mode	NOUN
fis-3072	204	4	crack	crack	NOUN
fis-3072	204	5	propagation	propagation	NOUN
fis-3072	204	6	through	through	ADP
fis-3072	204	7	reinforced	reinforce	VERB
fis-3072	204	8	concrete	concrete	NOUN
fis-3072	204	9	.	.	PUNCT
fis-3072	205	1	engineering	engineering	NOUN
fis-3072	205	2	fracture	fracture	NOUN
fis-3072	205	3	mechanics	mechanic	NOUN
fis-3072	205	4	,	,	PUNCT
fis-3072	205	5	74	74	NUM
fis-3072	205	6	,	,	PUNCT
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fis-3072	205	8	.	.	PUNCT
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fis-3072	206	2	-	-	SYM
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fis-3072	206	4	.	.	PUNCT
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fis-3072	207	4	/	/	SYM
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fis-3072	207	6	.	.	PUNCT
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fis-3072	208	8	b.	b.	PROPN
fis-3072	208	9	,	,	PUNCT
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fis-3072	208	16	2010	2010	NUM
fis-3072	208	17	)	)	PUNCT
fis-3072	208	18	.	.	PUNCT
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fis-3072	209	4	rc	rc	PROPN
fis-3072	209	5	beams	beam	NOUN
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fis-3072	209	16	.	.	PUNCT
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fis-3072	210	5	,	,	PUNCT
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fis-3072	210	7	,	,	PUNCT
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fis-3072	210	9	.	.	PUNCT
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fis-3072	211	2	-	-	SYM
fis-3072	211	3	41	41	NUM
fis-3072	211	4	.	.	PUNCT
fis-3072	212	1	[	[	X
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fis-3072	212	6	,	,	PUNCT
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fis-3072	212	9	.	.	PROPN
fis-3072	212	10	,	,	PUNCT
fis-3072	212	11	ventura	ventura	PROPN
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fis-3072	212	13	(	(	PUNCT
fis-3072	212	14	2011	2011	NUM
fis-3072	212	15	)	)	PUNCT
fis-3072	212	16	.	.	PUNCT
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fis-3072	213	4	in	in	ADP
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fis-3072	213	7	beams	beam	NOUN
fis-3072	213	8	part	part	NOUN
fis-3072	213	9	2	2	NUM
fis-3072	213	10	:	:	PUNCT
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fis-3072	213	12	tests	test	NOUN
fis-3072	213	13	.	.	PUNCT
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fis-3072	214	4	,	,	PUNCT
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fis-3072	214	6	,	,	PUNCT
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fis-3072	214	8	.	.	PUNCT
fis-3072	215	1	286	286	NUM
fis-3072	215	2	-	-	SYM
fis-3072	215	3	292	292	NUM
fis-3072	215	4	.	.	PUNCT
fis-3072	216	1	doi	doi	NOUN
fis-3072	216	2	:	:	PUNCT
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fis-3072	216	4	-	-	PUNCT
fis-3072	216	5	4332.13.1.29	4332.13.1.29	NOUN
fis-3072	216	6	.	.	PUNCT
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fis-3072	217	5	a.p	a.p	PROPN
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fis-3072	217	7	,	,	PUNCT
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fis-3072	217	9	p.	p.	PROPN
fis-3072	217	10	,	,	PUNCT
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fis-3072	217	13	,	,	PUNCT
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fis-3072	217	16	.	.	PUNCT
fis-3072	218	1	(	(	PUNCT
fis-3072	218	2	2012	2012	NUM
fis-3072	218	3	)	)	PUNCT
fis-3072	218	4	.	.	PUNCT
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fis-3072	219	13	beams	beam	NOUN
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fis-3072	219	15	stirrups	stirrup	NOUN
fis-3072	219	16	.	.	PUNCT
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fis-3072	220	4	,	,	PUNCT
fis-3072	220	5	5	5	NUM
fis-3072	220	6	,	,	PUNCT
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fis-3072	220	8	.	.	PUNCT
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fis-3072	221	2	-	-	SYM
fis-3072	221	3	603	603	NUM
fis-3072	221	4	.	.	PUNCT
fis-3072	222	1	[	[	X
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fis-3072	222	3	]	]	PUNCT
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fis-3072	222	10	,	,	PUNCT
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fis-3072	222	14	.	.	PUNCT
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fis-3072	223	3	,	,	PUNCT
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fis-3072	223	6	(	(	PUNCT
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fis-3072	223	8	)	)	PUNCT
fis-3072	223	9	.	.	PUNCT
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fis-3072	224	2	-	-	PUNCT
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fis-3072	224	6	shear	shear	NOUN
fis-3072	224	7	tests	test	NOUN
fis-3072	224	8	on	on	ADP
fis-3072	224	9	slender	slender	ADJ
fis-3072	224	10	reinforced	reinforce	VERB
fis-3072	224	11	concrete	concrete	ADJ
fis-3072	224	12	beams	beam	NOUN
fis-3072	224	13	without	without	ADP
fis-3072	224	14	stirrups	stirrup	NOUN
fis-3072	224	15	.	.	PUNCT
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fis-3072	225	4	,	,	PUNCT
fis-3072	225	5	110	110	NUM
fis-3072	225	6	(	(	PUNCT
fis-3072	225	7	5	5	NUM
fis-3072	225	8	)	)	PUNCT
fis-3072	225	9	,	,	PUNCT
fis-3072	225	10	pp	pp	PROPN
fis-3072	225	11	.	.	PUNCT
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fis-3072	226	2	-	-	SYM
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fis-3072	226	4	.	.	PUNCT
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fis-3072	227	3	]	]	X
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fis-3072	227	5	1992	1992	NUM
fis-3072	227	6	-	-	SYM
fis-3072	227	7	1	1	NUM
fis-3072	227	8	-	-	SYM
fis-3072	227	9	1	1	NUM
fis-3072	227	10	(	(	PUNCT
fis-3072	227	11	2004	2004	NUM
fis-3072	227	12	)	)	PUNCT
fis-3072	227	13	.	.	PUNCT
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fis-3072	228	2	2	2	NUM
fis-3072	228	3	.	.	PUNCT
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fis-3072	229	3	concrete	concrete	ADJ
fis-3072	229	4	structures	structure	NOUN
fis-3072	229	5	–	–	PUNCT
fis-3072	229	6	general	general	ADJ
fis-3072	229	7	rules	rule	NOUN
fis-3072	229	8	and	and	CCONJ
fis-3072	229	9	rules	rule	NOUN
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fis-3072	229	12	.	.	PUNCT
fis-3072	230	1	cen	cen	PROPN
fis-3072	230	2	,	,	PUNCT
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fis-3072	230	4	.	.	PUNCT
fis-3072	231	1	[	[	X
fis-3072	231	2	12	12	NUM
fis-3072	231	3	]	]	PUNCT
fis-3072	231	4	aci	aci	PROPN
fis-3072	231	5	318	318	NUM
fis-3072	231	6	-	-	SYM
fis-3072	231	7	14	14	NUM
fis-3072	231	8	,	,	PUNCT
fis-3072	231	9	(	(	PUNCT
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fis-3072	231	11	)	)	PUNCT
fis-3072	231	12	.	.	PUNCT
fis-3072	232	1	building	build	VERB
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fis-3072	232	7	.	.	PUNCT
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fis-3072	233	9	.	.	PUNCT
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fis-3072	234	5	f.	f.	PROPN
fis-3072	234	6	,	,	PUNCT
fis-3072	234	7	ruiz	ruiz	PROPN
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fis-3072	234	9	f.	f.	PROPN
fis-3072	234	10	,	,	PUNCT
fis-3072	234	11	muttoni	muttoni	PROPN
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fis-3072	234	13	(	(	PUNCT
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fis-3072	234	15	)	)	PUNCT
fis-3072	234	16	.	.	PUNCT
fis-3072	235	1	shear	shear	NOUN
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fis-3072	235	10	:	:	PUNCT
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fis-3072	236	3	,	,	PUNCT
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fis-3072	236	5	,	,	PUNCT
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fis-3072	236	7	.	.	PUNCT
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fis-3072	237	2	-	-	SYM
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fis-3072	237	4	.	.	PUNCT
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fis-3072	240	3	)	)	PUNCT
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fis-3072	241	15	.	.	PUNCT
fis-3072	242	1	engineering	engineering	NOUN
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fis-3072	242	3	,	,	PUNCT
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fis-3072	242	5	,	,	PUNCT
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fis-3072	242	7	.	.	PUNCT
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fis-3072	243	2	-	-	SYM
fis-3072	243	3	194	194	NUM
fis-3072	243	4	.	.	PUNCT
fis-3072	244	1	doi	doi	NOUN
fis-3072	244	2	:	:	PUNCT
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fis-3072	244	4	/	/	SYM
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fis-3072	246	1	(	(	PUNCT
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fis-3072	246	3	)	)	PUNCT
fis-3072	246	4	.	.	PUNCT
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fis-3072	247	18	reinforcement	reinforcement	NOUN
fis-3072	247	19	.	.	PUNCT
fis-3072	248	1	engineering	engineering	NOUN
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fis-3072	248	3	,	,	PUNCT
fis-3072	248	4	111	111	NUM
fis-3072	248	5	,	,	PUNCT
fis-3072	248	6	pp	pp	ADJ
fis-3072	248	7	.	.	PUNCT
fis-3072	249	1	370	370	NUM
fis-3072	249	2	-	-	SYM
fis-3072	249	3	382	382	NUM
fis-3072	249	4	.	.	PUNCT
fis-3072	250	1	doi	doi	NOUN
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fis-3072	250	4	/	/	SYM
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fis-3072	251	8	strutturale	strutturale	PROPN
fis-3072	251	9	,	,	PUNCT
fis-3072	251	10	57	57	NUM
fis-3072	251	11	(	(	PUNCT
fis-3072	251	12	2021	2021	NUM
fis-3072	251	13	)	)	PUNCT
fis-3072	251	14	321	321	NUM
fis-3072	251	15	-	-	SYM
fis-3072	251	16	330	330	NUM
fis-3072	251	17	;	;	PUNCT
fis-3072	251	18	doi	doi	NOUN
fis-3072	251	19	:	:	PUNCT
fis-3072	251	20	10.3221	10.3221	NUM
fis-3072	251	21	/	/	SYM
fis-3072	251	22	igf	igf	PROPN
fis-3072	251	23	-	-	ADJ
fis-3072	251	24	esis.57.23	esis.57.23	PROPN
fis-3072	251	25	330	330	NUM
fis-3072	251	26	[	[	SYM
fis-3072	251	27	16	16	NUM
fis-3072	251	28	]	]	PUNCT
fis-3072	251	29	avagnis	avagnis	PROPN
fis-3072	251	30	f.	f.	PROPN
fis-3072	251	31	,	,	PUNCT
fis-3072	251	32	ruiz	ruiz	NOUN
fis-3072	251	33	m.f	m.f	PROPN
fis-3072	251	34	.	.	PROPN
fis-3072	251	35	,	,	PUNCT
fis-3072	251	36	muttoni	muttoni	PROPN
fis-3072	251	37	a.	a.	PROPN
fis-3072	251	38	(	(	PUNCT
fis-3072	251	39	2018	2018	NUM
fis-3072	251	40	)	)	PUNCT
fis-3072	251	41	,	,	PUNCT
fis-3072	251	42	a	a	DET
fis-3072	251	43	mechanical	mechanical	ADJ
fis-3072	251	44	model	model	NOUN
fis-3072	251	45	for	for	ADP
fis-3072	251	46	failures	failure	NOUN
fis-3072	251	47	in	in	ADP
fis-3072	251	48	shear	shear	NOUN
fis-3072	251	49	of	of	ADP
fis-3072	251	50	members	member	NOUN
fis-3072	251	51	without	without	ADP
fis-3072	251	52	transverse	transverse	NOUN
fis-3072	251	53	reinforcement	reinforcement	NOUN
fis-3072	251	54	based	base	VERB
fis-3072	251	55	on	on	ADP
fis-3072	251	56	development	development	NOUN
fis-3072	251	57	of	of	ADP
fis-3072	251	58	a	a	DET
fis-3072	251	59	critical	critical	ADJ
fis-3072	251	60	shear	shear	NOUN
fis-3072	251	61	crack	crack	NOUN
fis-3072	251	62	.	.	PUNCT
fis-3072	252	1	engineering	engineering	NOUN
fis-3072	252	2	structures	structure	NOUN
fis-3072	252	3	,	,	PUNCT
fis-3072	252	4	157	157	NUM
fis-3072	252	5	,	,	PUNCT
fis-3072	252	6	pp	pp	ADJ
fis-3072	252	7	.	.	PUNCT
fis-3072	253	1	300	300	NUM
fis-3072	253	2	-	-	SYM
fis-3072	253	3	315	315	NUM
fis-3072	253	4	.	.	PUNCT
fis-3072	254	1	doi	doi	NOUN
fis-3072	254	2	:	:	PUNCT
fis-3072	254	3	10.1016	10.1016	NUM
fis-3072	254	4	/	/	SYM
fis-3072	254	5	j.engstruct.2017.12.004	j.engstruct.2017.12.004	PROPN
fis-3072	254	6	.	.	PUNCT
fis-3072	255	1	[	[	X
fis-3072	255	2	17	17	NUM
fis-3072	255	3	]	]	X
fis-3072	255	4	słowik	słowik	PROPN
fis-3072	255	5	m.	m.	NOUN
fis-3072	255	6	(	(	PUNCT
fis-3072	255	7	2019	2019	NUM
fis-3072	255	8	)	)	PUNCT
fis-3072	255	9	.	.	PUNCT
fis-3072	256	1	the	the	DET
fis-3072	256	2	analysis	analysis	NOUN
fis-3072	256	3	of	of	ADP
fis-3072	256	4	failure	failure	NOUN
fis-3072	256	5	in	in	ADP
fis-3072	256	6	concrete	concrete	ADJ
fis-3072	256	7	and	and	CCONJ
fis-3072	256	8	reinforced	reinforce	VERB
fis-3072	256	9	concrete	concrete	ADJ
fis-3072	256	10	beams	beam	NOUN
fis-3072	256	11	with	with	ADP
fis-3072	256	12	different	different	ADJ
fis-3072	256	13	reinforcement	reinforcement	NOUN
fis-3072	256	14	ratio	ratio	NOUN
fis-3072	256	15	.	.	PUNCT
fis-3072	257	1	archive	archive	NOUN
fis-3072	257	2	of	of	ADP
fis-3072	257	3	applied	apply	VERB
fis-3072	257	4	mechanics	mechanic	NOUN
fis-3072	257	5	,	,	PUNCT
fis-3072	257	6	89	89	NUM
fis-3072	257	7	,	,	PUNCT
fis-3072	257	8	pp	pp	PROPN
fis-3072	257	9	.	.	PUNCT
fis-3072	257	10	885	885	NUM
fis-3072	257	11	-	-	SYM
fis-3072	257	12	895	895	NUM
fis-3072	257	13	.	.	PUNCT
fis-3072	258	1	doi	doi	NOUN
fis-3072	258	2	:	:	PUNCT
fis-3072	258	3	10.1007	10.1007	NUM
fis-3072	258	4	/	/	SYM
fis-3072	258	5	s00419	s00419	PROPN
fis-3072	258	6	-	-	PUNCT
fis-3072	258	7	018	018	NUM
fis-3072	258	8	-	-	PUNCT
fis-3072	258	9	1476	1476	NUM
fis-3072	258	10	-	-	SYM
fis-3072	258	11	5	5	NUM
fis-3072	258	12	.	.	PUNCT
fis-3072	259	1	[	[	X
fis-3072	259	2	18	18	NUM
fis-3072	259	3	]	]	PUNCT
fis-3072	259	4	vecchio	vecchio	PROPN
fis-3072	259	5	f.j	f.j	PROPN
fis-3072	259	6	.	.	PROPN
fis-3072	259	7	,	,	PUNCT
fis-3072	259	8	collins	collins	PROPN
fis-3072	259	9	m.p	m.p	PROPN
fis-3072	259	10	.	.	PROPN
fis-3072	259	11	(	(	PUNCT
fis-3072	259	12	1986	1986	NUM
fis-3072	259	13	)	)	PUNCT
fis-3072	259	14	.	.	PUNCT
fis-3072	260	1	the	the	DET
fis-3072	260	2	modified	modify	VERB
fis-3072	260	3	compression	compression	NOUN
fis-3072	260	4	field	field	NOUN
fis-3072	260	5	theory	theory	NOUN
fis-3072	260	6	for	for	ADP
fis-3072	260	7	reinforced	reinforce	VERB
fis-3072	260	8	concrete	concrete	ADJ
fis-3072	260	9	elements	element	NOUN
fis-3072	260	10	subjected	subject	VERB
fis-3072	260	11	to	to	ADP
fis-3072	260	12	shear	shear	NOUN
fis-3072	260	13	.	.	PUNCT
fis-3072	261	1	journal	journal	PROPN
fis-3072	261	2	of	of	ADP
fis-3072	261	3	aci	aci	PROPN
fis-3072	261	4	,	,	PUNCT
fis-3072	261	5	83	83	NUM
fis-3072	261	6	(	(	PUNCT
fis-3072	261	7	2	2	NUM
fis-3072	261	8	)	)	PUNCT
fis-3072	261	9	,	,	PUNCT
fis-3072	261	10	pp	pp	ADP
fis-3072	261	11	.	.	PUNCT
fis-3072	262	1	219	219	NUM
fis-3072	262	2	-	-	SYM
fis-3072	262	3	231	231	NUM
fis-3072	262	4	.	.	PUNCT
fis-3072	263	1	[	[	X
fis-3072	263	2	19	19	NUM
fis-3072	263	3	]	]	X
fis-3072	263	4	muttoni	muttoni	PROPN
fis-3072	263	5	a.	a.	PROPN
fis-3072	263	6	,	,	PUNCT
fis-3072	263	7	ruiz	ruiz	NOUN
fis-3072	263	8	m.f	m.f	PROPN
fis-3072	263	9	.	.	PUNCT
fis-3072	263	10	(	(	PUNCT
fis-3072	263	11	2008	2008	NUM
fis-3072	263	12	)	)	PUNCT
fis-3072	263	13	.	.	PUNCT
fis-3072	264	1	shear	shear	NOUN
fis-3072	264	2	strength	strength	NOUN
fis-3072	264	3	of	of	ADP
fis-3072	264	4	members	member	NOUN
fis-3072	264	5	without	without	ADP
fis-3072	264	6	transverse	transverse	NOUN
fis-3072	264	7	reinforcement	reinforcement	NOUN
fis-3072	264	8	as	as	ADP
fis-3072	264	9	function	function	NOUN
fis-3072	264	10	of	of	ADP
fis-3072	264	11	critical	critical	ADJ
fis-3072	264	12	shear	shear	NOUN
fis-3072	264	13	crack	crack	NOUN
fis-3072	264	14	width	width	NOUN
fis-3072	264	15	.	.	PUNCT
fis-3072	265	1	aci	aci	PROPN
fis-3072	265	2	structural	structural	ADJ
fis-3072	265	3	journal	journal	PROPN
fis-3072	265	4	,	,	PUNCT
fis-3072	265	5	105	105	NUM
fis-3072	265	6	(	(	PUNCT
fis-3072	265	7	2	2	NUM
fis-3072	265	8	)	)	PUNCT
fis-3072	265	9	,	,	PUNCT
fis-3072	265	10	march	march	PROPN
fis-3072	265	11	-	-	PUNCT
fis-3072	265	12	april	april	PROPN
fis-3072	265	13	,	,	PUNCT
fis-3072	265	14	pp	pp	PROPN
fis-3072	265	15	.	.	PUNCT
fis-3072	266	1	163	163	NUM
fis-3072	266	2	-	-	SYM
fis-3072	266	3	172	172	NUM
fis-3072	266	4	.	.	PUNCT
fis-3072	267	1	[	[	X
fis-3072	267	2	20	20	NUM
fis-3072	267	3	]	]	X
fis-3072	267	4	fib	fib	PROPN
fis-3072	267	5	model	model	NOUN
fis-3072	267	6	code	code	NOUN
fis-3072	267	7	for	for	ADP
fis-3072	267	8	concrete	concrete	ADJ
fis-3072	267	9	structures	structure	NOUN
fis-3072	267	10	2010	2010	NUM
fis-3072	267	11	,	,	PUNCT
fis-3072	267	12	(	(	PUNCT
fis-3072	267	13	2013	2013	NUM
fis-3072	267	14	)	)	PUNCT
fis-3072	267	15	.	.	PUNCT
fis-3072	268	1	ernst	ernst	PROPN
fis-3072	268	2	&	&	CCONJ
fis-3072	268	3	sohn	sohn	PROPN
fis-3072	268	4	,	,	PUNCT
fis-3072	268	5	berlin	berlin	PROPN
fis-3072	268	6	.	.	PUNCT
fis-3072	269	1	[	[	X
fis-3072	269	2	21	21	NUM
fis-3072	269	3	]	]	X
fis-3072	269	4	csa	csa	PROPN
fis-3072	269	5	committee	committee	PROPN
fis-3072	269	6	a23.3	a23.3	PROPN
fis-3072	269	7	-	-	SYM
fis-3072	269	8	14	14	NUM
fis-3072	269	9	,	,	PUNCT
fis-3072	269	10	(	(	PUNCT
fis-3072	269	11	2014	2014	NUM
fis-3072	269	12	)	)	PUNCT
fis-3072	269	13	.	.	PUNCT
fis-3072	270	1	design	design	NOUN
fis-3072	270	2	of	of	ADP
fis-3072	270	3	concrete	concrete	ADJ
fis-3072	270	4	structures	structure	NOUN
fis-3072	270	5	.	.	PUNCT
fis-3072	271	1	canadian	canadian	ADJ
fis-3072	271	2	standards	standards	PROPN
fis-3072	271	3	association	association	NOUN
fis-3072	271	4	.	.	PUNCT
fis-3072	272	1	[	[	X
fis-3072	272	2	22	22	NUM
fis-3072	272	3	]	]	X
fis-3072	272	4	sia	sia	PROPN
fis-3072	272	5	262:2003	262:2003	PROPN
fis-3072	272	6	,	,	PUNCT
fis-3072	272	7	(	(	PUNCT
fis-3072	272	8	2003	2003	NUM
fis-3072	272	9	)	)	PUNCT
fis-3072	272	10	.	.	PUNCT
fis-3072	273	1	concrete	concrete	ADJ
fis-3072	273	2	structures	structure	NOUN
fis-3072	273	3	.	.	PUNCT
fis-3072	274	1	code	code	NOUN
fis-3072	274	2	.	.	PUNCT
fis-3072	275	1	swiss	swiss	ADJ
fis-3072	275	2	society	society	NOUN
fis-3072	275	3	of	of	ADP
fis-3072	275	4	engineers	engineer	NOUN
fis-3072	275	5	and	and	CCONJ
fis-3072	275	6	architects	architect	NOUN
fis-3072	275	7	.	.	PUNCT
fis-3072	276	1	[	[	X
fis-3072	276	2	23	23	NUM
fis-3072	276	3	]	]	X
fis-3072	276	4	słowik	słowik	PROPN
fis-3072	276	5	m.	m.	NOUN
fis-3072	276	6	,	,	PUNCT
fis-3072	276	7	smarzewski	smarzewski	ADP
fis-3072	276	8	p.	p.	NOUN
fis-3072	276	9	(	(	PUNCT
fis-3072	276	10	2012	2012	NUM
fis-3072	276	11	)	)	PUNCT
fis-3072	276	12	study	study	NOUN
fis-3072	276	13	of	of	ADP
fis-3072	276	14	the	the	DET
fis-3072	276	15	scale	scale	NOUN
fis-3072	276	16	effect	effect	NOUN
fis-3072	276	17	on	on	ADP
fis-3072	276	18	diagonal	diagonal	ADJ
fis-3072	276	19	crack	crack	NOUN
fis-3072	276	20	propagation	propagation	NOUN
fis-3072	276	21	in	in	ADP
fis-3072	276	22	concrete	concrete	ADJ
fis-3072	276	23	beams	beam	NOUN
fis-3072	276	24	.	.	PUNCT
fis-3072	277	1	computational	computational	ADJ
fis-3072	277	2	materials	material	NOUN
fis-3072	277	3	science	science	NOUN
fis-3072	277	4	,	,	PUNCT
fis-3072	277	5	64	64	NUM
fis-3072	277	6	,	,	PUNCT
fis-3072	277	7	pp	pp	ADJ
fis-3072	277	8	.	.	PUNCT
fis-3072	278	1	216	216	NUM
fis-3072	278	2	-	-	SYM
fis-3072	278	3	220	220	NUM
fis-3072	278	4	.	.	PUNCT
fis-3072	278	5	doi	doi	NOUN
fis-3072	278	6	:	:	PUNCT
fis-3072	278	7	10.1016	10.1016	NUM
fis-3072	278	8	/	/	SYM
fis-3072	278	9	j.commatsci.2012.05.068	j.commatsci.2012.05.068	PROPN
fis-3072	278	10	.	.	PUNCT
fis-3072	279	1	[	[	X
fis-3072	279	2	24	24	NUM
fis-3072	279	3	]	]	X
fis-3072	279	4	hillerborg	hillerborg	PROPN
fis-3072	279	5	a.	a.	NOUN
fis-3072	279	6	,	,	PUNCT
fis-3072	279	7	modeer	modeer	NOUN
fis-3072	279	8	m.	m.	NOUN
fis-3072	279	9	,	,	PUNCT
fis-3072	279	10	petersson	petersson	PROPN
fis-3072	279	11	p.e	p.e	PROPN
fis-3072	279	12	.	.	PROPN
fis-3072	279	13	(	(	PUNCT
fis-3072	279	14	1976	1976	NUM
fis-3072	279	15	)	)	PUNCT
fis-3072	279	16	.	.	PUNCT
fis-3072	280	1	analysis	analysis	NOUN
fis-3072	280	2	of	of	ADP
fis-3072	280	3	crack	crack	NOUN
fis-3072	280	4	formation	formation	NOUN
fis-3072	280	5	and	and	CCONJ
fis-3072	280	6	crack	crack	VERB
fis-3072	280	7	growth	growth	NOUN
fis-3072	280	8	in	in	ADP
fis-3072	280	9	concrete	concrete	NOUN
fis-3072	280	10	by	by	ADP
fis-3072	280	11	means	mean	NOUN
fis-3072	280	12	of	of	ADP
fis-3072	280	13	fracture	fracture	NOUN
fis-3072	280	14	mechanics	mechanic	NOUN
fis-3072	280	15	and	and	CCONJ
fis-3072	280	16	finite	finite	ADJ
fis-3072	280	17	elements	element	NOUN
fis-3072	280	18	.	.	PUNCT
fis-3072	281	1	cement	cement	NOUN
fis-3072	281	2	and	and	CCONJ
fis-3072	281	3	concrete	concrete	ADJ
fis-3072	281	4	research	research	NOUN
fis-3072	281	5	,	,	PUNCT
fis-3072	281	6	6	6	NUM
fis-3072	281	7	,	,	PUNCT
fis-3072	281	8	pp	pp	ADJ
fis-3072	281	9	.	.	PUNCT
fis-3072	282	1	773	773	NUM
fis-3072	282	2	-	-	SYM
fis-3072	282	3	782	782	NUM
fis-3072	282	4	.	.	PUNCT
fis-3072	283	1	[	[	X
fis-3072	283	2	25	25	NUM
fis-3072	283	3	]	]	PUNCT
fis-3072	283	4	walraven	walraven	PROPN
fis-3072	283	5	j.c	j.c	PROPN
fis-3072	283	6	.	.	PROPN
fis-3072	283	7	(	(	PUNCT
fis-3072	283	8	1981	1981	NUM
fis-3072	283	9	)	)	PUNCT
fis-3072	283	10	.	.	PUNCT
fis-3072	284	1	fundamental	fundamental	ADJ
fis-3072	284	2	analysis	analysis	NOUN
fis-3072	284	3	of	of	ADP
fis-3072	284	4	aggregate	aggregate	ADJ
fis-3072	284	5	interlock	interlock	NOUN
fis-3072	284	6	.	.	PUNCT
fis-3072	285	1	journal	journal	NOUN
fis-3072	285	2	of	of	ADP
fis-3072	285	3	the	the	DET
fis-3072	285	4	structural	structural	ADJ
fis-3072	285	5	division	division	NOUN
fis-3072	285	6	,	,	PUNCT
fis-3072	285	7	asce	asce	PROPN
fis-3072	285	8	,	,	PUNCT
fis-3072	285	9	107	107	NUM
fis-3072	285	10	(	(	PUNCT
fis-3072	285	11	st11	st11	PROPN
fis-3072	285	12	)	)	PUNCT
fis-3072	285	13	,	,	PUNCT
fis-3072	285	14	pp	pp	ADJ
fis-3072	285	15	.	.	PUNCT
fis-3072	286	1	2245	2245	NUM
fis-3072	286	2	-	-	SYM
fis-3072	286	3	2270	2270	NUM
fis-3072	286	4	.	.	PUNCT
fis-3072	287	1	[	[	X
fis-3072	287	2	26	26	NUM
fis-3072	287	3	]	]	PUNCT
fis-3072	287	4	pundir	pundir	NOUN
fis-3072	287	5	m.	m.	NOUN
fis-3072	287	6	at	at	ADP
fis-3072	287	7	al	al	PROPN
fis-3072	287	8	.	.	PUNCT
fis-3072	287	9	(	(	PUNCT
fis-3072	287	10	2019	2019	NUM
fis-3072	287	11	)	)	PUNCT
fis-3072	287	12	.	.	PUNCT
fis-3072	288	1	review	review	NOUN
fis-3072	288	2	of	of	ADP
fis-3072	288	3	fundamental	fundamental	ADJ
fis-3072	288	4	assumptions	assumption	NOUN
fis-3072	288	5	of	of	ADP
fis-3072	288	6	the	the	DET
fis-3072	288	7	two	two	NUM
fis-3072	288	8	-	-	PUNCT
fis-3072	288	9	phase	phase	NOUN
fis-3072	288	10	model	model	NOUN
fis-3072	288	11	for	for	ADP
fis-3072	288	12	aggregate	aggregate	ADJ
fis-3072	288	13	interlocking	interlocking	NOUN
fis-3072	288	14	in	in	ADP
fis-3072	288	15	cracked	cracked	ADJ
fis-3072	288	16	concrete	concrete	NOUN
fis-3072	288	17	using	use	VERB
fis-3072	288	18	numerical	numerical	ADJ
fis-3072	288	19	methods	method	NOUN
fis-3072	288	20	and	and	CCONJ
fis-3072	288	21	experimental	experimental	ADJ
fis-3072	288	22	evidence	evidence	NOUN
fis-3072	288	23	.	.	PUNCT
fis-3072	289	1	cement	cement	NOUN
fis-3072	289	2	and	and	CCONJ
fis-3072	289	3	concrete	concrete	ADJ
fis-3072	289	4	research	research	NOUN
fis-3072	289	5	,	,	PUNCT
fis-3072	289	6	125	125	NUM
fis-3072	289	7	,	,	PUNCT
fis-3072	289	8	105855	105855	NUM
fis-3072	289	9	.	.	PUNCT
fis-3072	290	1	doi	doi	NOUN
fis-3072	290	2	:	:	PUNCT
fis-3072	290	3	10.1016	10.1016	NUM
fis-3072	290	4	/	/	SYM
fis-3072	290	5	j.cemconres.2019.105855	j.cemconres.2019.105855	PROPN
fis-3072	290	6	.	.	PUNCT
fis-3072	291	1	[	[	X
fis-3072	291	2	27	27	NUM
fis-3072	291	3	]	]	X
fis-3072	291	4	huber	huber	PROPN
fis-3072	291	5	t.	t.	PROPN
fis-3072	291	6	,	,	PUNCT
fis-3072	291	7	huber	huber	PROPN
fis-3072	291	8	p.	p.	PROPN
fis-3072	291	9	,	,	PUNCT
fis-3072	291	10	kollegger	kollegger	PROPN
fis-3072	291	11	j.	j.	PROPN
fis-3072	291	12	(	(	PUNCT
fis-3072	291	13	2019	2019	NUM
fis-3072	291	14	)	)	PUNCT
fis-3072	291	15	.	.	PUNCT
fis-3072	292	1	influence	influence	NOUN
fis-3072	292	2	of	of	ADP
fis-3072	292	3	aggregate	aggregate	ADJ
fis-3072	292	4	interlock	interlock	NOUN
fis-3072	292	5	on	on	ADP
fis-3072	292	6	the	the	DET
fis-3072	292	7	shear	shear	NOUN
fis-3072	292	8	resistance	resistance	NOUN
fis-3072	292	9	of	of	ADP
fis-3072	292	10	reinforced	reinforce	VERB
fis-3072	292	11	concrete	concrete	ADJ
fis-3072	292	12	beams	beam	NOUN
fis-3072	292	13	without	without	ADP
fis-3072	292	14	stirrups	stirrup	NOUN
fis-3072	292	15	.	.	PUNCT
fis-3072	293	1	engineering	engineering	NOUN
fis-3072	293	2	structures	structure	NOUN
fis-3072	293	3	,	,	PUNCT
fis-3072	293	4	186	186	NUM
fis-3072	293	5	,	,	PUNCT
fis-3072	293	6	pp	pp	ADJ
fis-3072	293	7	.	.	PUNCT
fis-3072	294	1	26	26	NUM
fis-3072	294	2	-	-	SYM
fis-3072	294	3	42	42	NUM
fis-3072	294	4	.	.	PUNCT
fis-3072	295	1	doi	doi	NOUN
fis-3072	295	2	:	:	PUNCT
fis-3072	295	3	10.1016	10.1016	NUM
fis-3072	295	4	/	/	SYM
fis-3072	295	5	j.engstruct.2019.01.074	j.engstruct.2019.01.074	PROPN
fis-3072	295	6	.	.	PUNCT
fis-3072	296	1	[	[	X
fis-3072	296	2	28	28	NUM
fis-3072	296	3	]	]	X
fis-3072	296	4	słowik	słowik	PROPN
fis-3072	296	5	m.	m.	NOUN
fis-3072	296	6	,	,	PUNCT
fis-3072	296	7	smarzewski	smarzewski	ADP
fis-3072	296	8	p.	p.	NOUN
fis-3072	296	9	(	(	PUNCT
fis-3072	296	10	2014	2014	NUM
fis-3072	296	11	)	)	PUNCT
fis-3072	296	12	.	.	PUNCT
fis-3072	297	1	numerical	numerical	ADJ
fis-3072	297	2	modeling	modeling	NOUN
fis-3072	297	3	of	of	ADP
fis-3072	297	4	diagonal	diagonal	ADJ
fis-3072	297	5	cracks	crack	NOUN
fis-3072	297	6	in	in	ADP
fis-3072	297	7	concrete	concrete	ADJ
fis-3072	297	8	beams	beam	NOUN
fis-3072	297	9	,	,	PUNCT
fis-3072	297	10	archive	archive	NOUN
fis-3072	297	11	of	of	ADP
fis-3072	297	12	civil	civil	ADJ
fis-3072	297	13	engineering	engineering	NOUN
fis-3072	297	14	,	,	PUNCT
fis-3072	297	15	60	60	NUM
fis-3072	297	16	(	(	PUNCT
fis-3072	297	17	3	3	NUM
fis-3072	297	18	)	)	PUNCT
fis-3072	297	19	,	,	PUNCT
fis-3072	297	20	pp	pp	PROPN
fis-3072	297	21	.	.	PUNCT
fis-3072	298	1	307	307	NUM
fis-3072	298	2	-	-	SYM
fis-3072	298	3	322	322	NUM
fis-3072	298	4	.	.	PUNCT
fis-3072	298	5	doi	doi	NOUN
fis-3072	298	6	:	:	PUNCT
fis-3072	298	7	10.2478	10.2478	NUM
fis-3072	298	8	/	/	SYM
fis-3072	298	9	ace-2014	ace-2014	NOUN
fis-3072	298	10	-	-	PUNCT
fis-3072	298	11	0021	0021	NUM
fis-3072	298	12	.	.	PUNCT
fis-3072	299	1	[	[	X
fis-3072	299	2	29	29	NUM
fis-3072	299	3	]	]	X
fis-3072	299	4	fib	fib	ADJ
fis-3072	299	5	bulletin	bulletin	NOUN
fis-3072	299	6	85	85	NUM
fis-3072	299	7	:	:	PUNCT
fis-3072	299	8	(	(	PUNCT
fis-3072	299	9	2018	2018	NUM
fis-3072	299	10	)	)	PUNCT
fis-3072	299	11	.	.	PUNCT
fis-3072	300	1	towards	towards	ADP
fis-3072	300	2	a	a	DET
fis-3072	300	3	rational	rational	ADJ
fis-3072	300	4	understanding	understanding	NOUN
fis-3072	300	5	of	of	ADP
fis-3072	300	6	shear	shear	NOUN
fis-3072	300	7	in	in	ADP
fis-3072	300	8	beams	beam	NOUN
fis-3072	300	9	and	and	CCONJ
fis-3072	300	10	slabs	slab	NOUN
fis-3072	300	11	.	.	PUNCT
fis-3072	301	1	technical	technical	ADJ
fis-3072	301	2	report	report	PROPN
fis-3072	301	3	,	,	PUNCT
fis-3072	301	4	fédération	fédération	PROPN
fis-3072	301	5	internationale	internationale	PROPN
fis-3072	301	6	du	du	PROPN
fis-3072	301	7	béton	béton	PROPN
fis-3072	301	8	.	.	PUNCT
fis-3072	302	1	[	[	X
fis-3072	302	2	30	30	NUM
fis-3072	302	3	]	]	X
fis-3072	302	4	kaufmann	kaufmann	PROPN
fis-3072	302	5	w.	w.	PROPN
fis-3072	302	6	,	,	PUNCT
fis-3072	302	7	mata	mata	PROPN
fis-3072	302	8	-	-	PUNCT
fis-3072	302	9	falcón	falcón	PROPN
fis-3072	302	10	j.	j.	PROPN
fis-3072	302	11	,	,	PUNCT
fis-3072	302	12	beck	beck	PROPN
fis-3072	302	13	a.	a.	PROPN
fis-3072	302	14	(	(	PUNCT
fis-3072	302	15	2018	2018	NUM
fis-3072	302	16	)	)	PUNCT
fis-3072	302	17	future	future	ADJ
fis-3072	302	18	directions	direction	NOUN
fis-3072	302	19	for	for	ADP
fis-3072	302	20	research	research	NOUN
fis-3072	302	21	on	on	ADP
fis-3072	302	22	shear	shear	NOUN
fis-3072	302	23	in	in	ADP
fis-3072	302	24	structural	structural	ADJ
fis-3072	302	25	concrete	concrete	NOUN
fis-3072	302	26	.	.	PUNCT
fis-3072	303	1	in	in	ADP
fis-3072	303	2	:	:	PUNCT
fis-3072	303	3	fib	fib	VERB
fis-3072	303	4	bulletin	bulletin	NOUN
fis-3072	303	5	85	85	NUM
fis-3072	303	6	:	:	PUNCT
fis-3072	303	7	towards	towards	ADP
fis-3072	303	8	a	a	DET
fis-3072	303	9	rational	rational	ADJ
fis-3072	303	10	understanding	understanding	NOUN
fis-3072	303	11	of	of	ADP
fis-3072	303	12	shear	shear	NOUN
fis-3072	303	13	in	in	ADP
fis-3072	303	14	beams	beam	NOUN
fis-3072	303	15	and	and	CCONJ
fis-3072	303	16	slabs	slab	NOUN
fis-3072	303	17	.	.	PUNCT
fis-3072	304	1	pp	pp	ADJ
fis-3072	304	2	.	.	PUNCT
fis-3072	305	1	323	323	NUM
fis-3072	305	2	-	-	SYM
fis-3072	305	3	338	338	NUM
fis-3072	305	4	.	.	PUNCT