id	sid	tid	token	lemma	pos
fis-145	1	1	microsoft	microsoft	PROPN
fis-145	1	2	word	word	PROPN
fis-145	1	3	numero	numero	PROPN
fis-145	1	4	22	22	NUM
fis-145	1	5	articolo	articolo	PROPN
fis-145	1	6	1.doc	1.doc	PROPN
fis-145	1	7	r.	r.	PROPN
fis-145	1	8	k.	k.	PROPN
fis-145	2	1	bhagat	bhagat	PROPN
fis-145	2	2	et	et	PROPN
fis-145	2	3	alii	alii	PROPN
fis-145	2	4	,	,	PUNCT
fis-145	2	5	frattura	frattura	PROPN
fis-145	2	6	ed	ed	PROPN
fis-145	2	7	integrità	integrità	PROPN
fis-145	2	8	strutturale	strutturale	PROPN
fis-145	2	9	,	,	PUNCT
fis-145	2	10	22	22	NUM
fis-145	2	11	(	(	PUNCT
fis-145	2	12	2012	2012	NUM
fis-145	2	13	)	)	PUNCT
fis-145	2	14	5	5	NUM
fis-145	2	15	-	-	SYM
fis-145	2	16	11	11	NUM
fis-145	2	17	;	;	PUNCT
fis-145	2	18	doi	doi	NOUN
fis-145	2	19	:	:	PUNCT
fis-145	2	20	10.3221	10.3221	NUM
fis-145	2	21	/	/	SYM
fis-145	2	22	igf	igf	PROPN
fis-145	2	23	-	-	ADJ
fis-145	2	24	esis.22.01	esis.22.01	ADJ
fis-145	2	25	5	5	NUM
fis-145	2	26	evaluation	evaluation	NOUN
fis-145	2	27	of	of	ADP
fis-145	2	28	stress	stress	NOUN
fis-145	2	29	intensity	intensity	NOUN
fis-145	2	30	factor	factor	NOUN
fis-145	2	31	of	of	ADP
fis-145	2	32	multiple	multiple	ADJ
fis-145	2	33	inclined	inclined	ADJ
fis-145	2	34	cracks	crack	NOUN
fis-145	2	35	under	under	ADP
fis-145	2	36	biaxial	biaxial	NOUN
fis-145	2	37	loading	loading	NOUN
fis-145	2	38	r.	r.	PROPN
fis-145	2	39	k.	k.	PROPN
fis-145	2	40	bhagat	bhagat	PROPN
fis-145	2	41	,	,	PUNCT
fis-145	2	42	v.	v.	PROPN
fis-145	2	43	k.	k.	PROPN
fis-145	2	44	singh	singh	PROPN
fis-145	2	45	,	,	PUNCT
fis-145	2	46	p.	p.	PROPN
fis-145	2	47	c.	c.	PROPN
fis-145	2	48	gope	gope	PROPN
fis-145	2	49	,	,	PUNCT
fis-145	2	50	a.k	a.k	PROPN
fis-145	2	51	.	.	PROPN
fis-145	3	1	chaudhary	chaudhary	PROPN
fis-145	3	2	college	college	PROPN
fis-145	3	3	of	of	ADP
fis-145	3	4	technology	technology	NOUN
fis-145	3	5	,	,	PUNCT
fis-145	3	6	g.b.p.u.a	g.b.p.u.a	PROPN
fis-145	3	7	.	.	PUNCT
fis-145	3	8	&	&	CCONJ
fis-145	3	9	t	t	PROPN
fis-145	3	10	,	,	PUNCT
fis-145	3	11	pantnagar-263145	pantnagar-263145	NOUN
fis-145	3	12	,	,	PUNCT
fis-145	3	13	(	(	PUNCT
fis-145	3	14	uttarakhand	uttarakhand	NOUN
fis-145	3	15	)	)	PUNCT
fis-145	3	16	,	,	PUNCT
fis-145	3	17	india	india	PROPN
fis-145	4	1	vks2319@yahoo.co.in	vks2319@yahoo.co.in	PROPN
fis-145	4	2	abstract	abstract	ADJ
fis-145	4	3	.	.	PUNCT
fis-145	5	1	a	a	DET
fis-145	5	2	finite	finite	ADJ
fis-145	5	3	rectangular	rectangular	ADJ
fis-145	5	4	plate	plate	NOUN
fis-145	5	5	of	of	ADP
fis-145	5	6	unit	unit	NOUN
fis-145	5	7	thickness	thickness	NOUN
fis-145	5	8	with	with	ADP
fis-145	5	9	two	two	NUM
fis-145	5	10	inclined	inclined	ADJ
fis-145	5	11	cracks	crack	NOUN
fis-145	5	12	(	(	PUNCT
fis-145	5	13	parallel	parallel	ADJ
fis-145	5	14	and	and	CCONJ
fis-145	5	15	non	non	ADJ
fis-145	5	16	parallel	parallel	NOUN
fis-145	5	17	)	)	PUNCT
fis-145	5	18	under	under	ADP
fis-145	5	19	biaxial	biaxial	ADJ
fis-145	5	20	mixed	mix	VERB
fis-145	5	21	mode	mode	NOUN
fis-145	5	22	condition	condition	NOUN
fis-145	5	23	are	be	AUX
fis-145	5	24	modelled	model	VERB
fis-145	5	25	using	use	VERB
fis-145	5	26	finite	finite	ADJ
fis-145	5	27	element	element	NOUN
fis-145	5	28	method	method	NOUN
fis-145	5	29	.	.	PUNCT
fis-145	6	1	the	the	DET
fis-145	6	2	finite	finite	PROPN
fis-145	6	3	element	element	NOUN
fis-145	6	4	method	method	NOUN
fis-145	6	5	is	be	AUX
fis-145	6	6	used	use	VERB
fis-145	6	7	for	for	ADP
fis-145	6	8	determination	determination	NOUN
fis-145	6	9	of	of	ADP
fis-145	6	10	stress	stress	NOUN
fis-145	6	11	intensity	intensity	NOUN
fis-145	6	12	factors	factor	NOUN
fis-145	6	13	by	by	ADP
fis-145	6	14	anysis	anysis	NOUN
fis-145	6	15	software	software	NOUN
fis-145	6	16	.	.	PUNCT
fis-145	7	1	effects	effect	NOUN
fis-145	7	2	of	of	ADP
fis-145	7	3	crack	crack	NOUN
fis-145	7	4	inclination	inclination	NOUN
fis-145	7	5	angle	angle	NOUN
fis-145	7	6	on	on	ADP
fis-145	7	7	stress	stress	NOUN
fis-145	7	8	intensity	intensity	NOUN
fis-145	7	9	factors	factor	NOUN
fis-145	7	10	for	for	ADP
fis-145	7	11	two	two	NUM
fis-145	7	12	parallel	parallel	ADJ
fis-145	7	13	and	and	CCONJ
fis-145	7	14	non	non	ADJ
fis-145	7	15	parallel	parallel	ADJ
fis-145	7	16	cracks	crack	NOUN
fis-145	7	17	are	be	AUX
fis-145	7	18	investigated	investigate	VERB
fis-145	7	19	.	.	PUNCT
fis-145	8	1	the	the	DET
fis-145	8	2	significant	significant	ADJ
fis-145	8	3	effects	effect	NOUN
fis-145	8	4	of	of	ADP
fis-145	8	5	different	different	ADJ
fis-145	8	6	crack	crack	NOUN
fis-145	8	7	inclination	inclination	NOUN
fis-145	8	8	parameters	parameter	NOUN
fis-145	8	9	on	on	ADP
fis-145	8	10	stress	stress	NOUN
fis-145	8	11	intensity	intensity	NOUN
fis-145	8	12	factors	factor	NOUN
fis-145	8	13	are	be	AUX
fis-145	8	14	seen	see	VERB
fis-145	8	15	for	for	ADP
fis-145	8	16	lower	low	ADJ
fis-145	8	17	and	and	CCONJ
fis-145	8	18	upper	upper	ADJ
fis-145	8	19	crack	crack	NOUN
fis-145	8	20	in	in	ADP
fis-145	8	21	two	two	NUM
fis-145	8	22	inclined	inclined	ADJ
fis-145	8	23	crack	crack	NOUN
fis-145	8	24	.	.	PUNCT
fis-145	9	1	the	the	DET
fis-145	9	2	present	present	ADJ
fis-145	9	3	method	method	NOUN
fis-145	9	4	is	be	AUX
fis-145	9	5	validated	validate	VERB
fis-145	9	6	by	by	ADP
fis-145	9	7	comparing	compare	VERB
fis-145	9	8	the	the	DET
fis-145	9	9	results	result	NOUN
fis-145	9	10	from	from	ADP
fis-145	9	11	available	available	ADJ
fis-145	9	12	experimental	experimental	ADJ
fis-145	9	13	data	datum	NOUN
fis-145	9	14	obtained	obtain	VERB
fis-145	9	15	by	by	ADP
fis-145	9	16	photo	photo	NOUN
fis-145	9	17	elastic	elastic	ADJ
fis-145	9	18	method	method	NOUN
fis-145	9	19	in	in	ADP
fis-145	9	20	same	same	ADJ
fis-145	9	21	condition	condition	NOUN
fis-145	9	22	.	.	PUNCT
fis-145	10	1	keywords	keyword	NOUN
fis-145	10	2	.	.	PUNCT
fis-145	11	1	stress	stress	NOUN
fis-145	11	2	intensity	intensity	NOUN
fis-145	11	3	factor	factor	NOUN
fis-145	11	4	;	;	PUNCT
fis-145	11	5	multiple	multiple	ADJ
fis-145	11	6	cracks	crack	NOUN
fis-145	11	7	;	;	PUNCT
fis-145	11	8	photoelasticity	photoelasticity	NOUN
fis-145	11	9	;	;	PUNCT
fis-145	11	10	crack	crack	VERB
fis-145	11	11	inclination	inclination	NOUN
fis-145	11	12	angle	angle	NOUN
fis-145	11	13	.	.	PUNCT
fis-145	12	1	introduction	introduction	NOUN
fis-145	12	2	he	he	PRON
fis-145	12	3	fracture	fracture	PROPN
fis-145	12	4	mechanics	mechanic	NOUN
fis-145	12	5	theory	theory	NOUN
fis-145	12	6	can	can	AUX
fis-145	12	7	be	be	AUX
fis-145	12	8	used	use	VERB
fis-145	12	9	to	to	PART
fis-145	12	10	analyze	analyze	VERB
fis-145	12	11	structures	structure	NOUN
fis-145	12	12	and	and	CCONJ
fis-145	12	13	machine	machine	NOUN
fis-145	12	14	components	component	NOUN
fis-145	12	15	with	with	ADP
fis-145	12	16	cracks	crack	NOUN
fis-145	12	17	and	and	CCONJ
fis-145	12	18	to	to	PART
fis-145	12	19	obtain	obtain	VERB
fis-145	12	20	an	an	DET
fis-145	12	21	efficient	efficient	ADJ
fis-145	12	22	design	design	NOUN
fis-145	12	23	.	.	PUNCT
fis-145	13	1	the	the	DET
fis-145	13	2	basic	basic	ADJ
fis-145	13	3	principles	principle	NOUN
fis-145	13	4	of	of	ADP
fis-145	13	5	fracture	fracture	NOUN
fis-145	13	6	mechanics	mechanic	NOUN
fis-145	13	7	developed	develop	VERB
fis-145	13	8	from	from	ADP
fis-145	13	9	studies	study	NOUN
fis-145	13	10	of	of	ADP
fis-145	13	11	[	[	X
fis-145	13	12	1	1	NUM
fis-145	13	13	-	-	SYM
fis-145	13	14	3	3	NUM
fis-145	13	15	]	]	PUNCT
fis-145	13	16	are	be	AUX
fis-145	13	17	based	base	VERB
fis-145	13	18	on	on	ADP
fis-145	13	19	the	the	DET
fis-145	13	20	concepts	concept	NOUN
fis-145	13	21	of	of	ADP
fis-145	13	22	linear	linear	PROPN
fis-145	13	23	elasticity	elasticity	NOUN
fis-145	13	24	.	.	PUNCT
fis-145	14	1	westergaard	westergaard	PROPN
fis-145	15	1	[	[	X
fis-145	15	2	3	3	NUM
fis-145	15	3	]	]	PUNCT
fis-145	15	4	derived	derive	VERB
fis-145	15	5	the	the	DET
fis-145	15	6	general	general	ADJ
fis-145	15	7	linear	linear	ADJ
fis-145	15	8	elastic	elastic	ADJ
fis-145	15	9	solution	solution	NOUN
fis-145	15	10	for	for	ADP
fis-145	15	11	the	the	DET
fis-145	15	12	stress	stress	NOUN
fis-145	15	13	field	field	NOUN
fis-145	15	14	around	around	ADP
fis-145	15	15	a	a	DET
fis-145	15	16	crack	crack	NOUN
fis-145	15	17	tip	tip	NOUN
fis-145	15	18	using	use	VERB
fis-145	15	19	complex	complex	ADJ
fis-145	15	20	stress	stress	NOUN
fis-145	15	21	functions	function	NOUN
fis-145	15	22	.	.	PUNCT
fis-145	16	1	irwin	irwin	PROPN
fis-145	17	1	[	[	X
fis-145	17	2	4	4	NUM
fis-145	17	3	]	]	PUNCT
fis-145	17	4	,	,	PUNCT
fis-145	17	5	proposed	propose	VERB
fis-145	17	6	the	the	DET
fis-145	17	7	description	description	NOUN
fis-145	17	8	of	of	ADP
fis-145	17	9	the	the	DET
fis-145	17	10	stress	stress	NOUN
fis-145	17	11	field	field	NOUN
fis-145	17	12	ahead	ahead	ADV
fis-145	17	13	of	of	ADP
fis-145	17	14	a	a	DET
fis-145	17	15	crack	crack	NOUN
fis-145	17	16	tip	tip	NOUN
fis-145	17	17	(	(	PUNCT
fis-145	17	18	front	front	NOUN
fis-145	17	19	)	)	PUNCT
fis-145	17	20	by	by	ADP
fis-145	17	21	means	mean	NOUN
fis-145	17	22	of	of	ADP
fis-145	17	23	only	only	ADV
fis-145	17	24	one	one	NUM
fis-145	17	25	parameter	parameter	NOUN
fis-145	17	26	,	,	PUNCT
fis-145	17	27	the	the	DET
fis-145	17	28	so	so	ADV
fis-145	17	29	called	call	VERB
fis-145	17	30	stress	stress	NOUN
fis-145	17	31	intensity	intensity	NOUN
fis-145	17	32	factor	factor	NOUN
fis-145	17	33	(	(	PUNCT
fis-145	17	34	sif	sif	PROPN
fis-145	17	35	)	)	PUNCT
fis-145	17	36	.	.	PUNCT
fis-145	18	1	the	the	DET
fis-145	18	2	interaction	interaction	NOUN
fis-145	18	3	between	between	ADP
fis-145	18	4	multiple	multiple	ADJ
fis-145	18	5	cracks	crack	NOUN
fis-145	18	6	has	have	VERB
fis-145	18	7	a	a	DET
fis-145	18	8	major	major	ADJ
fis-145	18	9	influence	influence	NOUN
fis-145	18	10	on	on	ADP
fis-145	18	11	crack	crack	NOUN
fis-145	18	12	growth	growth	NOUN
fis-145	18	13	behaviours	behaviour	NOUN
fis-145	18	14	.	.	PUNCT
fis-145	19	1	this	this	DET
fis-145	19	2	influence	influence	NOUN
fis-145	19	3	is	be	AUX
fis-145	19	4	particularly	particularly	ADV
fis-145	19	5	significant	significant	ADJ
fis-145	19	6	in	in	ADP
fis-145	19	7	stress	stress	NOUN
fis-145	19	8	corrosion	corrosion	NOUN
fis-145	19	9	cracking	cracking	NOUN
fis-145	19	10	(	(	PUNCT
fis-145	19	11	scc	scc	NOUN
fis-145	19	12	)	)	PUNCT
fis-145	19	13	because	because	SCONJ
fis-145	19	14	of	of	ADP
fis-145	19	15	the	the	DET
fis-145	19	16	relatively	relatively	ADV
fis-145	19	17	large	large	ADJ
fis-145	19	18	number	number	NOUN
fis-145	19	19	of	of	ADP
fis-145	19	20	cracks	crack	NOUN
fis-145	19	21	initiated	initiate	VERB
fis-145	19	22	due	due	ADP
fis-145	19	23	to	to	ADP
fis-145	19	24	environmental	environmental	ADJ
fis-145	19	25	effects	effect	NOUN
fis-145	19	26	.	.	PUNCT
fis-145	20	1	wen	wen	PROPN
fis-145	20	2	ye	ye	PROPN
fis-145	20	3	tian	tian	PROPN
fis-145	20	4	and	and	CCONJ
fis-145	20	5	u	u	NOUN
fis-145	20	6	gabbert	gabbert	PROPN
fis-145	21	1	[	[	X
fis-145	21	2	5	5	NUM
fis-145	21	3	]	]	PUNCT
fis-145	21	4	have	have	AUX
fis-145	21	5	proposed	propose	VERB
fis-145	21	6	pseudo	pseudo	NOUN
fis-145	21	7	–	–	PUNCT
fis-145	21	8	traction	traction	NOUN
fis-145	21	9	–	–	PUNCT
fis-145	21	10	electric	electric	ADJ
fis-145	21	11	–	–	PUNCT
fis-145	21	12	displacement	displacement	NOUN
fis-145	21	13	–	–	PUNCT
fis-145	21	14	magnetic	magnetic	ADJ
fis-145	21	15	–	–	PUNCT
fis-145	21	16	induction	induction	NOUN
fis-145	21	17	method	method	NOUN
fis-145	21	18	to	to	PART
fis-145	21	19	solve	solve	VERB
fis-145	21	20	the	the	DET
fis-145	21	21	multiple	multiple	ADJ
fis-145	21	22	crack	crack	NOUN
fis-145	21	23	interaction	interaction	NOUN
fis-145	21	24	problems	problem	NOUN
fis-145	21	25	in	in	ADP
fis-145	21	26	magneto	magneto	ADJ
fis-145	21	27	elastic	elastic	ADJ
fis-145	21	28	material	material	NOUN
fis-145	21	29	.	.	PUNCT
fis-145	22	1	the	the	DET
fis-145	22	2	interaction	interaction	NOUN
fis-145	22	3	of	of	ADP
fis-145	22	4	multiple	multiple	ADJ
fis-145	22	5	cracks	crack	NOUN
fis-145	22	6	in	in	ADP
fis-145	22	7	a	a	DET
fis-145	22	8	finite	finite	ADJ
fis-145	22	9	plate	plate	NOUN
fis-145	22	10	by	by	ADP
fis-145	22	11	using	use	VERB
fis-145	22	12	the	the	DET
fis-145	22	13	hybrid	hybrid	ADJ
fis-145	22	14	displacement	displacement	ADJ
fis-145	22	15	discontinuity	discontinuity	NOUN
fis-145	22	16	method	method	NOUN
fis-145	22	17	(	(	PUNCT
fis-145	22	18	a	a	DET
fis-145	22	19	boundary	boundary	ADJ
fis-145	22	20	element	element	NOUN
fis-145	22	21	method	method	NOUN
fis-145	22	22	)	)	PUNCT
fis-145	22	23	and	and	CCONJ
fis-145	22	24	detail	detail	NOUN
fis-145	22	25	solutions	solution	NOUN
fis-145	22	26	of	of	ADP
fis-145	22	27	the	the	DET
fis-145	22	28	stress	stress	NOUN
fis-145	22	29	intensity	intensity	NOUN
fis-145	22	30	factors	factor	NOUN
fis-145	22	31	(	(	PUNCT
fis-145	22	32	sifs	sifs	PROPN
fis-145	22	33	)	)	PUNCT
fis-145	22	34	of	of	ADP
fis-145	22	35	the	the	DET
fis-145	22	36	multiple	multiple	ADJ
fis-145	22	37	-	-	PUNCT
fis-145	22	38	crack	crack	NOUN
fis-145	22	39	problems	problem	NOUN
fis-145	22	40	in	in	ADP
fis-145	22	41	a	a	DET
fis-145	22	42	rectangular	rectangular	ADJ
fis-145	22	43	plate	plate	NOUN
fis-145	22	44	are	be	AUX
fis-145	22	45	shown	show	VERB
fis-145	22	46	by	by	ADP
fis-145	22	47	xiangqiao	xiangqiao	NOUN
fis-145	22	48	[	[	X
fis-145	22	49	6	6	NUM
fis-145	22	50	]	]	PUNCT
fis-145	22	51	.	.	PUNCT
fis-145	23	1	the	the	DET
fis-145	23	2	numerical	numerical	ADJ
fis-145	23	3	results	result	NOUN
fis-145	23	4	reported	report	VERB
fis-145	23	5	by	by	ADP
fis-145	23	6	xiangqiao	xiangqiao	NOUN
fis-145	23	7	[	[	X
fis-145	23	8	6	6	NUM
fis-145	23	9	]	]	PUNCT
fis-145	23	10	illustrates	illustrate	VERB
fis-145	23	11	that	that	SCONJ
fis-145	23	12	the	the	DET
fis-145	23	13	boundary	boundary	ADJ
fis-145	23	14	element	element	NOUN
fis-145	23	15	method	method	NOUN
fis-145	23	16	is	be	AUX
fis-145	23	17	simple	simple	ADJ
fis-145	23	18	,	,	PUNCT
fis-145	23	19	yet	yet	ADV
fis-145	23	20	accurate	accurate	ADJ
fis-145	23	21	for	for	ADP
fis-145	23	22	calculating	calculate	VERB
fis-145	23	23	the	the	DET
fis-145	23	24	sifs	sif	NOUN
fis-145	23	25	of	of	ADP
fis-145	23	26	multiple	multiple	ADJ
fis-145	23	27	crack	crack	NOUN
fis-145	23	28	problems	problem	NOUN
fis-145	23	29	in	in	ADP
fis-145	23	30	a	a	DET
fis-145	23	31	finite	finite	ADJ
fis-145	23	32	plate	plate	NOUN
fis-145	23	33	.	.	PUNCT
fis-145	24	1	flaw	flaw	NOUN
fis-145	24	2	interaction	interaction	NOUN
fis-145	24	3	effects	effect	NOUN
fis-145	24	4	were	be	AUX
fis-145	24	5	investigated	investigate	VERB
fis-145	24	6	and	and	CCONJ
fis-145	24	7	the	the	DET
fis-145	24	8	importance	importance	NOUN
fis-145	24	9	of	of	ADP
fis-145	24	10	modelling	model	VERB
fis-145	24	11	multiple	multiple	ADJ
fis-145	24	12	crack	crack	NOUN
fis-145	24	13	growth	growth	NOUN
fis-145	24	14	at	at	ADP
fis-145	24	15	high	high	ADJ
fis-145	24	16	stress	stress	NOUN
fis-145	24	17	levels	level	NOUN
fis-145	24	18	was	be	AUX
fis-145	24	19	presented	present	VERB
fis-145	24	20	by	by	ADP
fis-145	24	21	walde	walde	NOUN
fis-145	24	22	[	[	X
fis-145	24	23	7	7	NUM
fis-145	24	24	]	]	PUNCT
fis-145	24	25	.	.	PUNCT
fis-145	25	1	wang	wang	PROPN
fis-145	26	1	[	[	X
fis-145	26	2	8	8	NUM
fis-145	26	3	]	]	PUNCT
fis-145	26	4	studied	study	VERB
fis-145	26	5	the	the	DET
fis-145	26	6	interactions	interaction	NOUN
fis-145	26	7	of	of	ADP
fis-145	26	8	two	two	NUM
fis-145	26	9	collinear	collinear	ADJ
fis-145	26	10	cracks	crack	NOUN
fis-145	26	11	,	,	PUNCT
fis-145	26	12	three	three	NUM
fis-145	26	13	collinear	collinear	ADJ
fis-145	26	14	cracks	crack	NOUN
fis-145	26	15	,	,	PUNCT
fis-145	26	16	two	two	NUM
fis-145	26	17	parallel	parallel	ADJ
fis-145	26	18	cracks	crack	NOUN
fis-145	26	19	,	,	PUNCT
fis-145	26	20	and	and	CCONJ
fis-145	26	21	three	three	NUM
fis-145	26	22	parallel	parallel	ADJ
fis-145	26	23	cracks	crack	NOUN
fis-145	26	24	using	use	VERB
fis-145	26	25	finite	finite	ADJ
fis-145	26	26	element	element	NOUN
fis-145	26	27	technique	technique	NOUN
fis-145	26	28	.	.	PUNCT
fis-145	27	1	the	the	DET
fis-145	27	2	present	present	ADJ
fis-145	27	3	investigation	investigation	NOUN
fis-145	27	4	have	have	AUX
fis-145	27	5	been	be	AUX
fis-145	27	6	conducted	conduct	VERB
fis-145	27	7	keeping	keep	VERB
fis-145	27	8	in	in	ADP
fis-145	27	9	mind	mind	NOUN
fis-145	27	10	the	the	DET
fis-145	27	11	effect	effect	NOUN
fis-145	27	12	of	of	ADP
fis-145	27	13	crack	crack	VERB
fis-145	27	14	inclination	inclination	NOUN
fis-145	27	15	angle	angle	NOUN
fis-145	27	16	on	on	ADP
fis-145	27	17	facture	facture	NOUN
fis-145	27	18	parameters	parameter	NOUN
fis-145	27	19	such	such	ADJ
fis-145	27	20	as	as	ADP
fis-145	27	21	stress	stress	NOUN
fis-145	27	22	intensity	intensity	NOUN
fis-145	27	23	factor	factor	NOUN
fis-145	27	24	for	for	ADP
fis-145	27	25	mode	mode	NOUN
fis-145	27	26	-	-	PUNCT
fis-145	27	27	i	i	PRON
fis-145	27	28	problem	problem	NOUN
fis-145	27	29	(	(	PUNCT
fis-145	27	30	ki	ki	INTJ
fis-145	27	31	)	)	PUNCT
fis-145	27	32	and	and	CCONJ
fis-145	27	33	stress	stress	NOUN
fis-145	27	34	intensity	intensity	NOUN
fis-145	27	35	factor	factor	NOUN
fis-145	27	36	for	for	ADP
fis-145	27	37	mode	mode	NOUN
fis-145	27	38	-	-	PUNCT
fis-145	27	39	ii	ii	NOUN
fis-145	27	40	problem	problem	NOUN
fis-145	27	41	(	(	PUNCT
fis-145	27	42	kii	kii	PROPN
fis-145	27	43	)	)	PUNCT
fis-145	27	44	.	.	PUNCT
fis-145	28	1	rectangular	rectangular	ADJ
fis-145	28	2	finite	finite	ADJ
fis-145	28	3	plate	plate	NOUN
fis-145	28	4	with	with	ADP
fis-145	28	5	double	double	ADJ
fis-145	28	6	crack	crack	NOUN
fis-145	28	7	(	(	PUNCT
fis-145	28	8	parallel	parallel	ADJ
fis-145	28	9	and	and	CCONJ
fis-145	28	10	non	non	ADJ
fis-145	28	11	-	-	ADJ
fis-145	28	12	parallel	parallel	ADJ
fis-145	28	13	)	)	PUNCT
fis-145	28	14	inclined	incline	VERB
fis-145	28	15	at	at	ADP
fis-145	28	16	different	different	ADJ
fis-145	28	17	angles	angle	NOUN
fis-145	28	18	with	with	ADP
fis-145	28	19	the	the	DET
fis-145	28	20	loading	loading	NOUN
fis-145	28	21	axis	axis	NOUN
fis-145	28	22	has	have	AUX
fis-145	28	23	been	be	AUX
fis-145	28	24	used	use	VERB
fis-145	28	25	in	in	ADP
fis-145	28	26	the	the	DET
fis-145	28	27	present	present	ADJ
fis-145	28	28	investigation	investigation	NOUN
fis-145	28	29	for	for	ADP
fis-145	28	30	determination	determination	NOUN
fis-145	28	31	of	of	ADP
fis-145	28	32	mixed	mixed	ADJ
fis-145	28	33	mode	mode	NOUN
fis-145	28	34	(	(	PUNCT
fis-145	28	35	mode	mode	NOUN
fis-145	28	36	i	i	PROPN
fis-145	28	37	,	,	PUNCT
fis-145	28	38	mode	mode	PROPN
fis-145	28	39	ii	ii	PROPN
fis-145	28	40	)	)	PUNCT
fis-145	28	41	stress	stress	NOUN
fis-145	28	42	intensity	intensity	NOUN
fis-145	28	43	factors	factor	NOUN
fis-145	28	44	under	under	ADP
fis-145	28	45	biaxial	biaxial	ADJ
fis-145	28	46	loading	loading	NOUN
fis-145	28	47	condition	condition	NOUN
fis-145	28	48	by	by	ADP
fis-145	28	49	using	use	VERB
fis-145	28	50	ansys	ansys	PROPN
fis-145	28	51	software	software	PROPN
fis-145	28	52	.	.	PUNCT
fis-145	29	1	the	the	DET
fis-145	29	2	accuracy	accuracy	NOUN
fis-145	29	3	of	of	ADP
fis-145	29	4	the	the	DET
fis-145	29	5	present	present	ADJ
fis-145	29	6	method	method	NOUN
fis-145	29	7	is	be	AUX
fis-145	29	8	validated	validate	VERB
fis-145	29	9	by	by	ADP
fis-145	29	10	comparing	compare	VERB
fis-145	29	11	the	the	DET
fis-145	29	12	results	result	NOUN
fis-145	29	13	obtained	obtain	VERB
fis-145	29	14	by	by	ADP
fis-145	29	15	photo	photo	NOUN
fis-145	29	16	elastic	elastic	ADJ
fis-145	29	17	method	method	NOUN
fis-145	29	18	.	.	PUNCT
fis-145	30	1	t	t	PROPN
fis-145	31	1	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	PROPN
fis-145	31	2	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-145	31	3	r.	r.	PROPN
fis-145	31	4	k.	k.	PROPN
fis-145	31	5	bhagat	bhagat	PROPN
fis-145	31	6	et	et	PROPN
fis-145	31	7	alii	alii	PROPN
fis-145	31	8	,	,	PUNCT
fis-145	31	9	frattura	frattura	PROPN
fis-145	31	10	ed	ed	PROPN
fis-145	31	11	integrità	integrità	PROPN
fis-145	31	12	strutturale	strutturale	PROPN
fis-145	31	13	,	,	PUNCT
fis-145	31	14	22	22	NUM
fis-145	31	15	(	(	PUNCT
fis-145	31	16	2012	2012	NUM
fis-145	31	17	)	)	PUNCT
fis-145	31	18	5	5	NUM
fis-145	31	19	-	-	SYM
fis-145	31	20	11	11	NUM
fis-145	31	21	;	;	PUNCT
fis-145	31	22	doi	doi	NOUN
fis-145	31	23	:	:	PUNCT
fis-145	31	24	10.3221	10.3221	NUM
fis-145	31	25	/	/	SYM
fis-145	31	26	igf	igf	PROPN
fis-145	31	27	-	-	ADJ
fis-145	31	28	esis.22.01	esis.22.01	ADJ
fis-145	31	29	6	6	NUM
fis-145	31	30	material	material	NOUN
fis-145	31	31	and	and	CCONJ
fis-145	31	32	methods	method	NOUN
fis-145	31	33	specimen	speciman	NOUN
fis-145	31	34	geometry	geometry	NOUN
fis-145	31	35	and	and	CCONJ
fis-145	31	36	assumptions	assumption	NOUN
fis-145	31	37	n	n	CCONJ
fis-145	31	38	the	the	DET
fis-145	31	39	present	present	ADJ
fis-145	31	40	investigation	investigation	NOUN
fis-145	31	41	rectangular	rectangular	VERB
fis-145	31	42	thin	thin	ADJ
fis-145	31	43	plate	plate	NOUN
fis-145	31	44	with	with	ADP
fis-145	31	45	centre	centre	NOUN
fis-145	31	46	inclined	inclined	ADJ
fis-145	31	47	crack	crack	NOUN
fis-145	31	48	are	be	AUX
fis-145	31	49	used	use	VERB
fis-145	31	50	in	in	ADP
fis-145	31	51	fe	fe	NOUN
fis-145	31	52	modelling	modelling	NOUN
fis-145	31	53	.	.	PUNCT
fis-145	32	1	the	the	DET
fis-145	32	2	different	different	ADJ
fis-145	32	3	crack	crack	NOUN
fis-145	32	4	configurations	configuration	NOUN
fis-145	32	5	are	be	AUX
fis-145	32	6	shown	show	VERB
fis-145	32	7	in	in	ADP
fis-145	32	8	figs	fig	NOUN
fis-145	32	9	.	.	PUNCT
fis-145	33	1	1	1	NUM
fis-145	33	2	-	-	SYM
fis-145	33	3	2	2	NUM
fis-145	33	4	.	.	PUNCT
fis-145	34	1	the	the	DET
fis-145	34	2	thickness	thickness	NOUN
fis-145	34	3	of	of	ADP
fis-145	34	4	the	the	DET
fis-145	34	5	plate	plate	NOUN
fis-145	34	6	is	be	AUX
fis-145	34	7	kept	keep	VERB
fis-145	34	8	1	1	NUM
fis-145	34	9	mm	mm	NOUN
fis-145	34	10	;	;	PUNCT
fis-145	34	11	length	length	NOUN
fis-145	34	12	and	and	CCONJ
fis-145	34	13	width	width	NOUN
fis-145	34	14	of	of	ADP
fis-145	34	15	the	the	DET
fis-145	34	16	plates	plate	NOUN
fis-145	34	17	are	be	AUX
fis-145	34	18	kept	keep	VERB
fis-145	34	19	100	100	NUM
fis-145	34	20	mm	mm	NOUN
fis-145	34	21	and	and	CCONJ
fis-145	34	22	100	100	NUM
fis-145	34	23	mm	mm	NOUN
fis-145	34	24	respectively	respectively	ADV
fis-145	34	25	.	.	PUNCT
fis-145	35	1	two	two	NUM
fis-145	35	2	cracks	crack	NOUN
fis-145	35	3	at	at	ADP
fis-145	35	4	the	the	DET
fis-145	35	5	centre	centre	NOUN
fis-145	35	6	of	of	ADP
fis-145	35	7	the	the	DET
fis-145	35	8	plate	plate	NOUN
fis-145	35	9	are	be	AUX
fis-145	35	10	separated	separate	VERB
fis-145	35	11	by	by	ADP
fis-145	35	12	an	an	DET
fis-145	35	13	offset	offset	NOUN
fis-145	35	14	distance	distance	NOUN
fis-145	35	15	h.	h.	PROPN
fis-145	35	16	figure	figure	NOUN
fis-145	35	17	1	1	NUM
fis-145	35	18	:	:	PUNCT
fis-145	35	19	specimen	speciman	NOUN
fis-145	35	20	geometry	geometry	NOUN
fis-145	35	21	of	of	ADP
fis-145	35	22	two	two	NUM
fis-145	35	23	non	non	ADJ
fis-145	35	24	parallel	parallel	ADJ
fis-145	35	25	central	central	ADJ
fis-145	35	26	inclined	incline	VERB
fis-145	35	27	cracks	crack	NOUN
fis-145	35	28	.	.	PUNCT
fis-145	36	1	figure	figure	NOUN
fis-145	36	2	2	2	NUM
fis-145	36	3	:	:	PUNCT
fis-145	36	4	specimen	speciman	NOUN
fis-145	36	5	geometry	geometry	NOUN
fis-145	36	6	of	of	ADP
fis-145	36	7	two	two	NUM
fis-145	36	8	parallel	parallel	ADJ
fis-145	36	9	central	central	ADJ
fis-145	36	10	inclined	incline	VERB
fis-145	36	11	cracks	crack	NOUN
fis-145	36	12	.	.	PUNCT
fis-145	37	1	specimen	speciman	NOUN
fis-145	37	2	material	material	PROPN
fis-145	37	3	young	young	PROPN
fis-145	37	4	’s	’s	PART
fis-145	37	5	modulus	modulus	NOUN
fis-145	37	6	(	(	PUNCT
fis-145	37	7	gpa	gpa	PROPN
fis-145	37	8	)	)	PUNCT
fis-145	37	9	poisson	poisson	PROPN
fis-145	37	10	’s	’s	PART
fis-145	37	11	ratio	ratio	NOUN
fis-145	37	12	steel	steel	NOUN
fis-145	37	13	210	210	NUM
fis-145	37	14	0.3	0.3	NUM
fis-145	37	15	table	table	NOUN
fis-145	37	16	1	1	NUM
fis-145	37	17	:	:	PUNCT
fis-145	37	18	material	material	NOUN
fis-145	37	19	properties	property	NOUN
fis-145	37	20	.	.	PUNCT
fis-145	38	1	method	method	NOUN
fis-145	38	2	stress	stress	NOUN
fis-145	38	3	intensity	intensity	NOUN
fis-145	38	4	factors	factor	NOUN
fis-145	38	5	(	(	PUNCT
fis-145	38	6	mode	mode	NOUN
fis-145	38	7	-	-	PUNCT
fis-145	38	8	i	i	PROPN
fis-145	38	9	and	and	CCONJ
fis-145	38	10	mode	mode	PROPN
fis-145	38	11	-	-	PUNCT
fis-145	38	12	ii	ii	NOUN
fis-145	38	13	)	)	PUNCT
fis-145	38	14	have	have	AUX
fis-145	38	15	been	be	AUX
fis-145	38	16	calculated	calculate	VERB
fis-145	38	17	for	for	ADP
fis-145	38	18	a	a	DET
fis-145	38	19	thin	thin	ADJ
fis-145	38	20	steel	steel	NOUN
fis-145	38	21	plate	plate	NOUN
fis-145	38	22	under	under	ADP
fis-145	38	23	plane	plane	NOUN
fis-145	38	24	strain	strain	NOUN
fis-145	38	25	condition	condition	NOUN
fis-145	38	26	containing	contain	VERB
fis-145	38	27	central	central	ADJ
fis-145	38	28	inclined	incline	VERB
fis-145	38	29	multiple	multiple	ADJ
fis-145	38	30	cracks	crack	NOUN
fis-145	38	31	for	for	ADP
fis-145	38	32	different	different	ADJ
fis-145	38	33	conditions	condition	NOUN
fis-145	38	34	and	and	CCONJ
fis-145	38	35	orientations	orientation	NOUN
fis-145	38	36	(	(	PUNCT
fis-145	38	37	as	as	SCONJ
fis-145	38	38	shown	show	VERB
fis-145	38	39	in	in	ADP
fis-145	38	40	figs	fig	NOUN
fis-145	38	41	.	.	PUNCT
fis-145	39	1	1	1	NUM
fis-145	39	2	-	-	SYM
fis-145	39	3	2	2	NUM
fis-145	39	4	)	)	PUNCT
fis-145	39	5	by	by	ADP
fis-145	39	6	ansys	ansys	PROPN
fis-145	39	7	software	software	PROPN
fis-145	39	8	.	.	PUNCT
fis-145	40	1	a	a	DET
fis-145	40	2	single	single	ADJ
fis-145	40	3	central	central	ADJ
fis-145	40	4	crack	crack	NOUN
fis-145	40	5	model	model	NOUN
fis-145	40	6	are	be	AUX
fis-145	40	7	also	also	ADV
fis-145	40	8	analysed	analyse	VERB
fis-145	40	9	by	by	ADP
fis-145	40	10	present	present	ADJ
fis-145	40	11	method	method	NOUN
fis-145	40	12	and	and	CCONJ
fis-145	40	13	results	result	NOUN
fis-145	40	14	are	be	AUX
fis-145	40	15	verified	verify	VERB
fis-145	40	16	by	by	ADP
fis-145	40	17	available	available	ADJ
fis-145	40	18	experimental	experimental	ADJ
fis-145	40	19	results	result	NOUN
fis-145	40	20	of	of	ADP
fis-145	40	21	singh	singh	NOUN
fis-145	40	22	and	and	CCONJ
fis-145	40	23	gope	gope	NOUN
fis-145	41	1	[	[	X
fis-145	41	2	9	9	NUM
fis-145	41	3	]	]	PUNCT
fis-145	41	4	obtained	obtain	VERB
fis-145	41	5	by	by	ADP
fis-145	41	6	photo	photo	NOUN
fis-145	41	7	elastic	elastic	ADJ
fis-145	41	8	method	method	NOUN
fis-145	41	9	.	.	PUNCT
fis-145	42	1	plane	plane	NOUN
fis-145	42	2	82	82	NUM
fis-145	42	3	(	(	PUNCT
fis-145	42	4	8	8	NUM
fis-145	42	5	-	-	PUNCT
fis-145	42	6	nod	nod	NOUN
fis-145	42	7	2	2	NUM
fis-145	42	8	-	-	SYM
fis-145	42	9	d	d	NOUN
fis-145	42	10	)	)	PUNCT
fis-145	42	11	elements	element	NOUN
fis-145	42	12	shown	show	VERB
fis-145	42	13	in	in	ADP
fis-145	42	14	fig	fig	NOUN
fis-145	42	15	3	3	NUM
fis-145	42	16	have	have	AUX
fis-145	42	17	been	be	AUX
fis-145	42	18	used	use	VERB
fis-145	42	19	in	in	ADP
fis-145	42	20	the	the	DET
fis-145	42	21	analysis	analysis	NOUN
fis-145	42	22	.	.	PUNCT
fis-145	43	1	plane	plane	NOUN
fis-145	43	2	82	82	NUM
fis-145	43	3	elements	element	NOUN
fis-145	43	4	provide	provide	VERB
fis-145	43	5	more	more	ADV
fis-145	43	6	accurate	accurate	ADJ
fis-145	43	7	results	result	NOUN
fis-145	43	8	for	for	ADP
fis-145	43	9	mixed	mixed	ADJ
fis-145	43	10	(	(	PUNCT
fis-145	43	11	quadrilateral	quadrilateral	ADJ
fis-145	43	12	-	-	PUNCT
fis-145	43	13	triangular	triangular	NOUN
fis-145	43	14	)	)	PUNCT
fis-145	43	15	automatic	automatic	ADJ
fis-145	43	16	meshes	mesh	NOUN
fis-145	43	17	and	and	CCONJ
fis-145	43	18	can	can	AUX
fis-145	43	19	tolerate	tolerate	VERB
fis-145	43	20	irregular	irregular	ADJ
fis-145	43	21	shapes	shape	NOUN
fis-145	43	22	without	without	ADP
fis-145	43	23	much	much	ADJ
fis-145	43	24	loss	loss	NOUN
fis-145	43	25	of	of	ADP
fis-145	43	26	accuracy	accuracy	NOUN
fis-145	43	27	.	.	PUNCT
fis-145	44	1	the	the	DET
fis-145	44	2	8	8	NUM
fis-145	44	3	-	-	PUNCT
fis-145	44	4	node	node	ADJ
fis-145	44	5	elements	element	NOUN
fis-145	44	6	have	have	VERB
fis-145	44	7	compatible	compatible	ADJ
fis-145	44	8	displacement	displacement	ADJ
fis-145	44	9	shapes	shape	NOUN
fis-145	44	10	and	and	CCONJ
fis-145	44	11	are	be	AUX
fis-145	44	12	well	well	ADV
fis-145	44	13	suited	suited	ADJ
fis-145	44	14	to	to	PART
fis-145	44	15	model	model	VERB
fis-145	44	16	curved	curved	ADJ
fis-145	44	17	boundaries	boundary	NOUN
fis-145	44	18	.	.	PUNCT
fis-145	45	1	the	the	DET
fis-145	45	2	element	element	NOUN
fis-145	45	3	may	may	AUX
fis-145	45	4	be	be	AUX
fis-145	45	5	used	use	VERB
fis-145	45	6	as	as	ADP
fis-145	45	7	a	a	DET
fis-145	45	8	plane	plane	NOUN
fis-145	45	9	element	element	NOUN
fis-145	45	10	or	or	CCONJ
fis-145	45	11	as	as	ADP
fis-145	45	12	an	an	DET
fis-145	45	13	axis	axis	ADJ
fis-145	45	14	symmetric	symmetric	ADJ
fis-145	45	15	element	element	NOUN
fis-145	45	16	.	.	PUNCT
fis-145	46	1	the	the	DET
fis-145	46	2	element	element	NOUN
fis-145	46	3	has	have	VERB
fis-145	46	4	plasticity	plasticity	NOUN
fis-145	46	5	,	,	PUNCT
fis-145	46	6	creep	creep	NOUN
fis-145	46	7	,	,	PUNCT
fis-145	46	8	swelling	swelling	NOUN
fis-145	46	9	,	,	PUNCT
fis-145	46	10	stress	stress	NOUN
fis-145	46	11	stiffening	stiffening	NOUN
fis-145	46	12	,	,	PUNCT
fis-145	46	13	large	large	ADJ
fis-145	46	14	deflection	deflection	NOUN
fis-145	46	15	,	,	PUNCT
fis-145	46	16	and	and	CCONJ
fis-145	46	17	large	large	ADJ
fis-145	46	18	strain	strain	NOUN
fis-145	46	19	capabilities	capability	NOUN
fis-145	46	20	.	.	PUNCT
fis-145	47	1	figure	figure	VERB
fis-145	47	2	3	3	NUM
fis-145	47	3	:	:	PUNCT
fis-145	47	4	plane	plane	NOUN
fis-145	47	5	82	82	NUM
fis-145	47	6	elements	element	NOUN
fis-145	47	7	with	with	ADP
fis-145	47	8	8	8	NUM
fis-145	47	9	-	-	PUNCT
fis-145	47	10	nodes	node	NOUN
fis-145	47	11	.	.	PUNCT
fis-145	48	1	i	i	PRON
fis-145	48	2	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	PROPN
fis-145	48	3	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-145	48	4	r.	r.	PROPN
fis-145	48	5	k.	k.	PROPN
fis-145	48	6	bhagat	bhagat	PROPN
fis-145	48	7	et	et	PROPN
fis-145	48	8	alii	alii	PROPN
fis-145	48	9	,	,	PUNCT
fis-145	48	10	frattura	frattura	PROPN
fis-145	48	11	ed	ed	PROPN
fis-145	48	12	integrità	integrità	PROPN
fis-145	48	13	strutturale	strutturale	PROPN
fis-145	48	14	,	,	PUNCT
fis-145	48	15	22	22	NUM
fis-145	48	16	(	(	PUNCT
fis-145	48	17	2012	2012	NUM
fis-145	48	18	)	)	PUNCT
fis-145	48	19	5	5	NUM
fis-145	48	20	-	-	SYM
fis-145	48	21	11	11	NUM
fis-145	48	22	;	;	PUNCT
fis-145	48	23	doi	doi	NOUN
fis-145	48	24	:	:	PUNCT
fis-145	48	25	10.3221	10.3221	NUM
fis-145	48	26	/	/	SYM
fis-145	48	27	igf	igf	PROPN
fis-145	48	28	-	-	NOUN
fis-145	48	29	esis.22.01	esis.22.01	ADJ
fis-145	48	30	7	7	NUM
fis-145	48	31	all	all	DET
fis-145	48	32	type	type	NOUN
fis-145	48	33	of	of	ADP
fis-145	48	34	solution	solution	NOUN
fis-145	48	35	data	datum	NOUN
fis-145	48	36	of	of	ADP
fis-145	48	37	interest	interest	NOUN
fis-145	48	38	can	can	AUX
fis-145	48	39	be	be	AUX
fis-145	48	40	obtained	obtain	VERB
fis-145	48	41	in	in	ADP
fis-145	48	42	post1	post1	PROPN
fis-145	48	43	command	command	NOUN
fis-145	48	44	like	like	ADP
fis-145	48	45	von	von	PROPN
fis-145	48	46	mises	mises	PROPN
fis-145	48	47	stress	stress	PROPN
fis-145	48	48	,	,	PUNCT
fis-145	48	49	principal	principal	ADJ
fis-145	48	50	stress	stress	NOUN
fis-145	48	51	,	,	PUNCT
fis-145	48	52	deformation	deformation	NOUN
fis-145	48	53	,	,	PUNCT
fis-145	48	54	maximum	maximum	ADJ
fis-145	48	55	stress	stress	NOUN
fis-145	48	56	,	,	PUNCT
fis-145	48	57	translations	translation	NOUN
fis-145	48	58	,	,	PUNCT
fis-145	48	59	failure	failure	NOUN
fis-145	48	60	criteria	criterion	NOUN
fis-145	48	61	,	,	PUNCT
fis-145	48	62	sifs	sifs	PROPN
fis-145	48	63	,	,	PUNCT
fis-145	48	64	j	j	PROPN
fis-145	48	65	integral	integral	ADJ
fis-145	48	66	.	.	PUNCT
fis-145	49	1	the	the	DET
fis-145	49	2	data	datum	NOUN
fis-145	49	3	can	can	AUX
fis-145	49	4	be	be	AUX
fis-145	49	5	obtained	obtain	VERB
fis-145	49	6	for	for	ADP
fis-145	49	7	all	all	DET
fis-145	49	8	the	the	DET
fis-145	49	9	nodes	node	NOUN
fis-145	49	10	and	and	CCONJ
fis-145	49	11	elements	element	NOUN
fis-145	49	12	in	in	ADP
fis-145	49	13	tabular	tabular	NOUN
fis-145	49	14	form	form	NOUN
fis-145	49	15	or	or	CCONJ
fis-145	49	16	contour	contour	NOUN
fis-145	49	17	plots	plot	NOUN
fis-145	49	18	.	.	PUNCT
fis-145	50	1	in	in	ADP
fis-145	50	2	order	order	NOUN
fis-145	50	3	to	to	PART
fis-145	50	4	obtain	obtain	VERB
fis-145	50	5	the	the	DET
fis-145	50	6	sifs	sif	NOUN
fis-145	50	7	a	a	DET
fis-145	50	8	path	path	NOUN
fis-145	50	9	is	be	AUX
fis-145	50	10	defined	define	VERB
fis-145	50	11	manually	manually	ADV
fis-145	50	12	by	by	ADP
fis-145	50	13	picking	pick	VERB
fis-145	50	14	the	the	DET
fis-145	50	15	five	five	NUM
fis-145	50	16	nodes	node	NOUN
fis-145	50	17	at	at	ADP
fis-145	50	18	the	the	DET
fis-145	50	19	crack	crack	NOUN
fis-145	50	20	face	face	NOUN
fis-145	50	21	as	as	SCONJ
fis-145	50	22	shown	show	VERB
fis-145	50	23	in	in	ADP
fis-145	50	24	fig	fig	NOUN
fis-145	50	25	.	.	PUNCT
fis-145	51	1	4	4	X
fis-145	51	2	.	.	X
fis-145	51	3	figure	figure	VERB
fis-145	51	4	4	4	NUM
fis-145	51	5	:	:	PUNCT
fis-145	51	6	representation	representation	NOUN
fis-145	51	7	of	of	ADP
fis-145	51	8	displacements	displacement	NOUN
fis-145	51	9	to	to	PART
fis-145	51	10	be	be	AUX
fis-145	51	11	used	use	VERB
fis-145	51	12	in	in	ADP
fis-145	51	13	analysis	analysis	NOUN
fis-145	51	14	.	.	PUNCT
fis-145	52	1	after	after	ADP
fis-145	52	2	defining	define	VERB
fis-145	52	3	the	the	DET
fis-145	52	4	path	path	NOUN
fis-145	52	5	the	the	DET
fis-145	52	6	sif	sif	NOUN
fis-145	52	7	’s	’s	PART
fis-145	52	8	are	be	AUX
fis-145	52	9	obtained	obtain	VERB
fis-145	52	10	.	.	PUNCT
fis-145	53	1	the	the	DET
fis-145	53	2	von	von	PROPN
fis-145	53	3	mises	mises	PROPN
fis-145	53	4	distribution	distribution	NOUN
fis-145	53	5	around	around	ADP
fis-145	53	6	the	the	DET
fis-145	53	7	crack	crack	NOUN
fis-145	53	8	tip	tip	NOUN
fis-145	53	9	can	can	AUX
fis-145	53	10	be	be	AUX
fis-145	53	11	obtained	obtain	VERB
fis-145	53	12	in	in	ADP
fis-145	53	13	the	the	DET
fis-145	53	14	contour	contour	NOUN
fis-145	53	15	chart	chart	NOUN
fis-145	53	16	and	and	CCONJ
fis-145	53	17	can	can	AUX
fis-145	53	18	be	be	AUX
fis-145	53	19	used	use	VERB
fis-145	53	20	for	for	ADP
fis-145	53	21	further	further	ADJ
fis-145	53	22	analysis	analysis	NOUN
fis-145	53	23	.	.	PUNCT
fis-145	54	1	image	image	NOUN
fis-145	54	2	can	can	AUX
fis-145	54	3	be	be	AUX
fis-145	54	4	saved	save	VERB
fis-145	54	5	in	in	ADP
fis-145	54	6	the	the	DET
fis-145	54	7	jpeg	jpeg	NOUN
fis-145	54	8	format	format	NOUN
fis-145	54	9	.	.	PUNCT
fis-145	55	1	the	the	DET
fis-145	55	2	postprocessor	postprocessor	NOUN
fis-145	55	3	can	can	AUX
fis-145	55	4	give	give	VERB
fis-145	55	5	contour	contour	NOUN
fis-145	55	6	plot	plot	NOUN
fis-145	55	7	of	of	ADP
fis-145	55	8	the	the	DET
fis-145	55	9	structure	structure	NOUN
fis-145	55	10	as	as	SCONJ
fis-145	55	11	shown	show	VERB
fis-145	55	12	below	below	ADP
fis-145	55	13	in	in	ADP
fis-145	55	14	fig	fig	NOUN
fis-145	55	15	.	.	PUNCT
fis-145	56	1	5	5	X
fis-145	56	2	.	.	X
fis-145	56	3	von	von	PROPN
fis-145	56	4	mises	mises	PROPN
fis-145	56	5	stress	stress	VERB
fis-145	56	6	distribution	distribution	NOUN
fis-145	56	7	for	for	ADP
fis-145	56	8	a	a	DET
fis-145	56	9	central	central	ADJ
fis-145	56	10	inclined	incline	VERB
fis-145	56	11	cracked	crack	VERB
fis-145	56	12	in	in	ADP
fis-145	56	13	a	a	DET
fis-145	56	14	plate	plate	NOUN
fis-145	56	15	is	be	AUX
fis-145	56	16	shown	show	VERB
fis-145	56	17	in	in	ADP
fis-145	56	18	fig	fig	NOUN
fis-145	56	19	.	.	PUNCT
fis-145	57	1	6	6	X
fis-145	57	2	.	.	X
fis-145	57	3	figure	figure	NOUN
fis-145	57	4	5	5	NUM
fis-145	57	5	:	:	PUNCT
fis-145	57	6	defining	define	VERB
fis-145	57	7	the	the	DET
fis-145	57	8	path	path	NOUN
fis-145	57	9	node	node	ADJ
fis-145	57	10	1	1	NUM
fis-145	57	11	-	-	SYM
fis-145	57	12	2	2	NUM
fis-145	57	13	-	-	PUNCT
fis-145	57	14	3	3	NUM
fis-145	57	15	-	-	PUNCT
fis-145	57	16	4	4	NUM
fis-145	57	17	-	-	SYM
fis-145	57	18	5	5	NUM
fis-145	57	19	for	for	ADP
fis-145	57	20	finding	find	VERB
fis-145	57	21	sif	sif	NOUN
fis-145	57	22	.	.	PUNCT
fis-145	58	1	figure	figure	NOUN
fis-145	58	2	6	6	NUM
fis-145	58	3	:	:	PUNCT
fis-145	58	4	von	von	PROPN
fis-145	58	5	mises	mises	PROPN
fis-145	58	6	stress	stress	VERB
fis-145	58	7	distribution	distribution	NOUN
fis-145	58	8	for	for	ADP
fis-145	58	9	inclined	inclined	ADJ
fis-145	58	10	cracked	crack	VERB
fis-145	58	11	in	in	ADP
fis-145	58	12	a	a	DET
fis-145	58	13	plate	plate	NOUN
fis-145	58	14	.	.	PUNCT
fis-145	59	1	results	result	NOUN
fis-145	59	2	and	and	CCONJ
fis-145	59	3	discussion	discussion	NOUN
fis-145	59	4	alidation	alidation	NOUN
fis-145	59	5	of	of	ADP
fis-145	59	6	the	the	DET
fis-145	59	7	finite	finite	PROPN
fis-145	59	8	element	element	NOUN
fis-145	59	9	approach	approach	NOUN
fis-145	59	10	with	with	ADP
fis-145	59	11	results	result	NOUN
fis-145	59	12	available	available	ADJ
fis-145	59	13	in	in	ADP
fis-145	59	14	literature	literature	NOUN
fis-145	59	15	or	or	CCONJ
fis-145	59	16	experimental	experimental	ADJ
fis-145	59	17	results	result	NOUN
fis-145	59	18	are	be	AUX
fis-145	59	19	most	most	ADV
fis-145	59	20	important	important	ADJ
fis-145	59	21	for	for	ADP
fis-145	59	22	acceptance	acceptance	NOUN
fis-145	59	23	of	of	ADP
fis-145	59	24	the	the	DET
fis-145	59	25	finite	finite	PROPN
fis-145	59	26	element	element	NOUN
fis-145	59	27	method	method	NOUN
fis-145	59	28	used	use	VERB
fis-145	59	29	in	in	ADP
fis-145	59	30	the	the	DET
fis-145	59	31	computation	computation	NOUN
fis-145	59	32	.	.	PUNCT
fis-145	60	1	in	in	ADP
fis-145	60	2	the	the	DET
fis-145	60	3	present	present	ADJ
fis-145	60	4	investigation	investigation	NOUN
fis-145	60	5	finite	finite	PROPN
fis-145	60	6	element	element	NOUN
fis-145	60	7	method	method	NOUN
fis-145	60	8	results	result	NOUN
fis-145	60	9	are	be	AUX
fis-145	60	10	compared	compare	VERB
fis-145	60	11	with	with	ADP
fis-145	60	12	the	the	DET
fis-145	60	13	experimental	experimental	ADJ
fis-145	60	14	results	result	NOUN
fis-145	60	15	available	available	ADJ
fis-145	60	16	in	in	ADP
fis-145	60	17	literature	literature	NOUN
fis-145	60	18	.	.	PUNCT
fis-145	61	1	it	it	PRON
fis-145	61	2	is	be	AUX
fis-145	61	3	seen	see	VERB
fis-145	61	4	that	that	SCONJ
fis-145	61	5	ki	ki	PROPN
fis-145	61	6	and	and	CCONJ
fis-145	61	7	kii	kii	PROPN
fis-145	61	8	depends	depend	VERB
fis-145	61	9	upon	upon	SCONJ
fis-145	61	10	crack	crack	NOUN
fis-145	61	11	angle	angle	NOUN
fis-145	61	12	,	,	PUNCT
fis-145	61	13	biaxial	biaxial	ADJ
fis-145	61	14	load	load	NOUN
fis-145	61	15	factor	factor	NOUN
fis-145	61	16	,	,	PUNCT
fis-145	61	17	constant	constant	ADJ
fis-145	61	18	stress	stress	NOUN
fis-145	61	19	term	term	NOUN
fis-145	61	20	and	and	CCONJ
fis-145	61	21	geometry	geometry	NOUN
fis-145	61	22	factor	factor	NOUN
fis-145	61	23	(	(	PUNCT
fis-145	61	24	a	a	DET
fis-145	61	25	/	/	SYM
fis-145	61	26	w	w	NOUN
fis-145	61	27	)	)	PUNCT
fis-145	61	28	and	and	CCONJ
fis-145	61	29	(	(	PUNCT
fis-145	61	30	a	a	DET
fis-145	61	31	/	/	SYM
fis-145	61	32	l	l	NOUN
fis-145	61	33	)	)	PUNCT
fis-145	61	34	.	.	PUNCT
fis-145	62	1	the	the	DET
fis-145	62	2	results	result	NOUN
fis-145	62	3	are	be	AUX
fis-145	62	4	compared	compare	VERB
fis-145	62	5	with	with	ADP
fis-145	62	6	the	the	DET
fis-145	62	7	experimental	experimental	ADJ
fis-145	62	8	results	result	NOUN
fis-145	62	9	of	of	ADP
fis-145	62	10	singh	singh	NOUN
fis-145	62	11	and	and	CCONJ
fis-145	62	12	gope	gope	NOUN
fis-145	62	13	[	[	X
fis-145	62	14	9	9	NUM
fis-145	62	15	]	]	PUNCT
fis-145	62	16	.	.	PUNCT
fis-145	63	1	the	the	DET
fis-145	63	2	effects	effect	NOUN
fis-145	63	3	of	of	ADP
fis-145	63	4	these	these	DET
fis-145	63	5	parameters	parameter	NOUN
fis-145	63	6	on	on	ADP
fis-145	63	7	stress	stress	NOUN
fis-145	63	8	intensity	intensity	NOUN
fis-145	63	9	factors	factor	NOUN
fis-145	63	10	based	base	VERB
fis-145	63	11	on	on	ADP
fis-145	63	12	photoelastic	photoelastic	ADJ
fis-145	63	13	analysis	analysis	NOUN
fis-145	63	14	are	be	AUX
fis-145	63	15	modelled	model	VERB
fis-145	63	16	by	by	ADP
fis-145	63	17	singh	singh	PROPN
fis-145	63	18	and	and	CCONJ
fis-145	63	19	gope	gope	NOUN
fis-145	64	1	[	[	X
fis-145	64	2	9	9	NUM
fis-145	64	3	]	]	PUNCT
fis-145	64	4	as	as	ADP
fis-145	64	5	:	:	PUNCT
fis-145	64	6			NOUN
fis-145	64	7			SYM
fis-145	64	8			NOUN
fis-145	64	9			NOUN
fis-145	64	10			PROPN
fis-145	64	11	11	11	NUM
fis-145	64	12	1	1	NUM
fis-145	64	13	cos2	cos2	NOUN
fis-145	64	14	e	e	NOUN
fis-145	65	1	i	i	NOUN
fis-145	65	2	e	e	PROPN
fis-145	65	3	l	l	NOUN
fis-145	65	4	k	k	X
fis-145	66	1	a	a	X
fis-145	66	2	k	k	X
fis-145	66	3	k	k	PROPN
fis-145	66	4	f	f	PROPN
fis-145	66	5	w	w	PROPN
fis-145	66	6			PROPN
fis-145	66	7			PROPN
fis-145	66	8			NOUN
fis-145	66	9			NOUN
fis-145	66	10			NOUN
fis-145	66	11			PROPN
fis-145	66	12			PUNCT
fis-145	66	13			PROPN
fis-145	66	14			PROPN
fis-145	66	15			PROPN
fis-145	66	16			PROPN
fis-145	67	1			PROPN
fis-145	67	2			NOUN
fis-145	67	3	(	(	PUNCT
fis-145	67	4	1	1	NUM
fis-145	67	5	)	)	PUNCT
fis-145	67	6	v	v	ADP
fis-145	67	7	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	PROPN
fis-145	67	8	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-145	67	9	r.	r.	PROPN
fis-145	67	10	k.	k.	PROPN
fis-145	68	1	bhagat	bhagat	PROPN
fis-145	68	2	et	et	PROPN
fis-145	68	3	alii	alii	PROPN
fis-145	68	4	,	,	PUNCT
fis-145	68	5	frattura	frattura	PROPN
fis-145	68	6	ed	ed	PROPN
fis-145	68	7	integrità	integrità	PROPN
fis-145	68	8	strutturale	strutturale	PROPN
fis-145	68	9	,	,	PUNCT
fis-145	68	10	22	22	NUM
fis-145	68	11	(	(	PUNCT
fis-145	68	12	2012	2012	NUM
fis-145	68	13	)	)	PUNCT
fis-145	68	14	5	5	NUM
fis-145	68	15	-	-	SYM
fis-145	68	16	11	11	NUM
fis-145	68	17	;	;	PUNCT
fis-145	68	18	doi	doi	NOUN
fis-145	68	19	:	:	PUNCT
fis-145	68	20	10.3221	10.3221	NUM
fis-145	68	21	/	/	SYM
fis-145	68	22	igf	igf	PROPN
fis-145	68	23	-	-	ADJ
fis-145	68	24	esis.22.01	esis.22.01	ADJ
fis-145	68	25	8	8	NUM
fis-145	68	26	where	where	SCONJ
fis-145	68	27	cos	cos	SCONJ
fis-145	68	28	2e	2e	PROPN
fis-145	68	29	l	l	PROPN
fis-145	68	30	l	l	NOUN
fis-145	68	31			X
fis-145	68	32			X
fis-145	68	33			NOUN
fis-145	68	34	and	and	CCONJ
fis-145	68	35	sin	sin	VERB
fis-145	68	36	2e	2e	PROPN
fis-145	68	37	w	w	PROPN
fis-145	68	38	w	w	PROPN
fis-145	68	39			X
fis-145	68	40			ADJ
fis-145	68	41			PROPN
fis-145	68	42	,	,	PUNCT
fis-145	68	43	where	where	SCONJ
fis-145	68	44	1	1	NUM
fis-145	68	45	e	e	NOUN
fis-145	68	46	e	e	X
fis-145	68	47	l	l	NOUN
fis-145	68	48	f	f	PROPN
fis-145	68	49	w	w	PROPN
fis-145	68	50			NOUN
fis-145	68	51			PROPN
fis-145	68	52			PROPN
fis-145	68	53			PROPN
fis-145	68	54			ADJ
fis-145	68	55			NOUN
fis-145	68	56	is	be	AUX
fis-145	68	57	obtained	obtain	VERB
fis-145	68	58	from	from	ADP
fis-145	68	59	regression	regression	NOUN
fis-145	68	60	analysis	analysis	NOUN
fis-145	68	61	of	of	ADP
fis-145	68	62	the	the	DET
fis-145	68	63	experimental	experimental	ADJ
fis-145	68	64	results	result	NOUN
fis-145	68	65	as	as	ADP
fis-145	68	66	singh	singh	NOUN
fis-145	68	67	and	and	CCONJ
fis-145	68	68	gope	gope	NOUN
fis-145	69	1	[	[	X
fis-145	69	2	9	9	NUM
fis-145	69	3	]	]	PUNCT
fis-145	69	4	,	,	PUNCT
fis-145	69	5	2	2	NUM
fis-145	69	6	3	3	NUM
fis-145	69	7	4	4	NUM
fis-145	69	8	1	1	NUM
fis-145	69	9	1	1	NUM
fis-145	69	10	2	2	NUM
fis-145	69	11	3	3	NUM
fis-145	69	12	4	4	NUM
fis-145	69	13	5	5	NUM
fis-145	69	14	e	e	NOUN
fis-145	69	15	e	e	X
fis-145	69	16	e	e	X
fis-145	69	17	e	e	X
fis-145	69	18	e	e	X
fis-145	69	19	e	e	X
fis-145	69	20	e	e	X
fis-145	69	21	e	e	X
fis-145	69	22	e	e	X
fis-145	69	23	e	e	X
fis-145	69	24	l	l	NOUN
fis-145	69	25	l	l	X
fis-145	69	26	l	l	X
fis-145	69	27	l	l	X
fis-145	69	28	l	l	NOUN
fis-145	69	29	f	f	X
fis-145	70	1	a	a	DET
fis-145	70	2	a	a	DET
fis-145	70	3	a	a	DET
fis-145	70	4	a	a	DET
fis-145	70	5	a	a	DET
fis-145	70	6	w	w	NOUN
fis-145	70	7	w	w	PROPN
fis-145	70	8	w	w	PROPN
fis-145	70	9	w	w	PROPN
fis-145	70	10	w	w	PROPN
fis-145	70	11			NOUN
fis-145	70	12			PROPN
fis-145	70	13			NOUN
fis-145	70	14			PROPN
fis-145	70	15			NOUN
fis-145	70	16			PROPN
fis-145	70	17			NOUN
fis-145	70	18			PROPN
fis-145	70	19			NOUN
fis-145	70	20			PROPN
fis-145	70	21			PROPN
fis-145	70	22			ADV
fis-145	70	23			PUNCT
fis-145	70	24			PUNCT
fis-145	70	25			PROPN
fis-145	70	26			PROPN
fis-145	71	1			PROPN
fis-145	72	1			PROPN
fis-145	73	1			PROPN
fis-145	74	1			INTJ
fis-145	75	1			PROPN
fis-145	76	1			INTJ
fis-145	77	1			PROPN
fis-145	77	2			PROPN
fis-145	78	1			ADJ
fis-145	78	2			PROPN
fis-145	78	3			PROPN
fis-145	78	4			NOUN
fis-145	78	5			PROPN
fis-145	78	6			NOUN
fis-145	78	7			PROPN
fis-145	78	8			NOUN
fis-145	78	9			PROPN
fis-145	78	10			NOUN
fis-145	78	11	(	(	PUNCT
fis-145	78	12	2	2	NUM
fis-145	78	13	)	)	PUNCT
fis-145	78	14	the	the	DET
fis-145	78	15	coefficients	coefficient	NOUN
fis-145	78	16	(	(	PUNCT
fis-145	78	17	a1	a1	NOUN
fis-145	78	18	to	to	ADP
fis-145	78	19	a5	a5	PROPN
fis-145	78	20	)	)	PUNCT
fis-145	78	21	are	be	AUX
fis-145	78	22	shown	show	VERB
fis-145	78	23	in	in	ADP
fis-145	78	24	tab	tab	NOUN
fis-145	78	25	.	.	PUNCT
fis-145	78	26	2	2	NUM
fis-145	78	27	for	for	ADP
fis-145	78	28	various	various	ADJ
fis-145	78	29	biaxial	biaxial	ADJ
fis-145	78	30	load	load	NOUN
fis-145	78	31	factors	factor	NOUN
fis-145	78	32	.	.	PUNCT
fis-145	79	1	the	the	DET
fis-145	79	2	effective	effective	ADJ
fis-145	79	3	length	length	NOUN
fis-145	79	4	and	and	CCONJ
fis-145	79	5	width	width	NOUN
fis-145	79	6	are	be	AUX
fis-145	79	7	defined	define	VERB
fis-145	79	8	in	in	ADP
fis-145	79	9	fig	fig	NOUN
fis-145	79	10	.	.	PUNCT
fis-145	80	1	7	7	X
fis-145	80	2	.	.	X
fis-145	80	3	k	k	PROPN
fis-145	80	4	coefficients	coefficient	NOUN
fis-145	80	5	a1	a1	PROPN
fis-145	80	6	a2	a2	PROPN
fis-145	80	7	a3	a3	PROPN
fis-145	80	8	a4	a4	PROPN
fis-145	80	9	a5	a5	PROPN
fis-145	80	10	1.0	1.0	NUM
fis-145	80	11	2958.13	2958.13	NUM
fis-145	81	1	-12319.36	-12319.36	NUM
fis-145	81	2	19224.87	19224.87	NUM
fis-145	81	3	-13324.242	-13324.242	SYM
fis-145	81	4	3460.51	3460.51	NUM
fis-145	81	5	1.2	1.2	NUM
fis-145	81	6	4537.08	4537.08	NUM
fis-145	81	7	18372.43	18372.43	NUM
fis-145	81	8	27972.43	27972.43	NUM
fis-145	81	9	-18972.07	-18972.07	NUM
fis-145	81	10	4837.87	4837.87	NUM
fis-145	81	11	1.4	1.4	NUM
fis-145	81	12	15558.09	15558.09	NUM
fis-145	81	13	-64654.20	-64654.20	PRON
fis-145	81	14	100712.02	100712.02	NUM
fis-145	81	15	-69686.75	-69686.75	PROPN
fis-145	81	16	18072.87	18072.87	NUM
fis-145	81	17	1.6	1.6	NUM
fis-145	81	18	25511.84	25511.84	NUM
fis-145	81	19	-105574.57	-105574.57	NUM
fis-145	81	20	163730.04	163730.04	NUM
fis-145	81	21	-112775.23	-112775.23	X
fis-145	81	22	29110.39	29110.39	NUM
fis-145	81	23	1.8	1.8	NUM
fis-145	81	24	13629.04	13629.04	NUM
fis-145	81	25	-56212.08	-56212.08	NUM
fis-145	81	26	87054.91	87054.91	NUM
fis-145	81	27	-59991.82	-59991.82	PROPN
fis-145	81	28	15522.33	15522.33	NUM
fis-145	81	29	2.0	2.0	NUM
fis-145	81	30	42527.06	42527.06	NUM
fis-145	81	31	-175971.91	-175971.91	NUM
fis-145	81	32	272858.97	272858.97	NUM
fis-145	81	33	-187899.41	-187899.41	PROPN
fis-145	81	34	48486.72	48486.72	NUM
fis-145	81	35	table	table	NOUN
fis-145	81	36	2	2	NUM
fis-145	81	37	:	:	PUNCT
fis-145	81	38	the	the	DET
fis-145	81	39	coefficients	coefficient	NOUN
fis-145	81	40	of	of	ADP
fis-145	81	41	eq	eq	NOUN
fis-145	81	42	.	.	PUNCT
fis-145	82	1	(	(	PUNCT
fis-145	82	2	2	2	X
fis-145	82	3	)	)	PUNCT
fis-145	83	1	[	[	X
fis-145	83	2	9	9	NUM
fis-145	83	3	]	]	PUNCT
fis-145	83	4	.	.	PUNCT
fis-145	84	1	figure	figure	VERB
fis-145	84	2	7	7	NUM
fis-145	84	3	:	:	PUNCT
fis-145	84	4	effective	effective	ADJ
fis-145	84	5	length	length	NOUN
fis-145	84	6	and	and	CCONJ
fis-145	84	7	effective	effective	ADJ
fis-145	84	8	width	width	NOUN
fis-145	84	9	in	in	ADP
fis-145	84	10	the	the	DET
fis-145	84	11	specimen	speciman	NOUN
fis-145	84	12	.	.	PUNCT
fis-145	85	1	the	the	DET
fis-145	85	2	correlation	correlation	NOUN
fis-145	85	3	coefficient	coefficient	NOUN
fis-145	85	4	in	in	ADP
fis-145	85	5	all	all	DET
fis-145	85	6	cases	case	NOUN
fis-145	85	7	are	be	AUX
fis-145	85	8	found	find	VERB
fis-145	85	9	to	to	PART
fis-145	85	10	be	be	AUX
fis-145	85	11	greater	great	ADJ
fis-145	85	12	than	than	ADP
fis-145	85	13	0.90	0.90	NUM
fis-145	85	14	.	.	PUNCT
fis-145	86	1	the	the	DET
fis-145	86	2	variation	variation	NOUN
fis-145	86	3	of	of	ADP
fis-145	86	4	ki	ki	PROPN
fis-145	86	5	with	with	ADP
fis-145	86	6	crack	crack	VERB
fis-145	86	7	inclination	inclination	NOUN
fis-145	86	8	angle	angle	NOUN
fis-145	86	9	(	(	PUNCT
fis-145	86	10	α	α	NOUN
fis-145	86	11	)	)	PUNCT
fis-145	86	12	obtained	obtain	VERB
fis-145	86	13	by	by	ADP
fis-145	86	14	experimental	experimental	ADJ
fis-145	86	15	method	method	NOUN
fis-145	86	16	and	and	CCONJ
fis-145	86	17	fem	fem	NOUN
fis-145	86	18	are	be	AUX
fis-145	86	19	shown	show	VERB
fis-145	86	20	in	in	ADP
fis-145	86	21	fig	fig	NOUN
fis-145	86	22	.	.	PUNCT
fis-145	87	1	8	8	X
fis-145	87	2	.	.	PUNCT
fis-145	88	1	it	it	PRON
fis-145	88	2	is	be	AUX
fis-145	88	3	observed	observe	VERB
fis-145	88	4	that	that	SCONJ
fis-145	88	5	result	result	NOUN
fis-145	88	6	of	of	ADP
fis-145	88	7	ki	ki	PROPN
fis-145	88	8	obtained	obtain	VERB
fis-145	88	9	from	from	ADP
fis-145	88	10	finite	finite	PROPN
fis-145	88	11	element	element	NOUN
fis-145	88	12	approach	approach	NOUN
fis-145	88	13	using	use	VERB
fis-145	88	14	commercial	commercial	ADJ
fis-145	88	15	software	software	NOUN
fis-145	88	16	ansys	ansys	NOUN
fis-145	88	17	are	be	AUX
fis-145	88	18	very	very	ADV
fis-145	88	19	close	close	ADJ
fis-145	88	20	to	to	ADP
fis-145	88	21	experimental	experimental	ADJ
fis-145	88	22	results	result	NOUN
fis-145	88	23	of	of	ADP
fis-145	88	24	singh	singh	NOUN
fis-145	88	25	and	and	CCONJ
fis-145	88	26	gope	gope	NOUN
fis-145	89	1	[	[	X
fis-145	89	2	9	9	NUM
fis-145	89	3	]	]	PUNCT
fis-145	89	4	.	.	PUNCT
fis-145	90	1	it	it	PRON
fis-145	90	2	means	mean	VERB
fis-145	90	3	finite	finite	PROPN
fis-145	90	4	element	element	NOUN
fis-145	90	5	modelling	modelling	NOUN
fis-145	90	6	using	use	VERB
fis-145	90	7	ansys	ansys	PROPN
fis-145	90	8	software	software	NOUN
fis-145	90	9	can	can	AUX
fis-145	90	10	be	be	AUX
fis-145	90	11	used	use	VERB
fis-145	90	12	to	to	PART
fis-145	90	13	determine	determine	VERB
fis-145	90	14	stress	stress	NOUN
fis-145	90	15	intensity	intensity	NOUN
fis-145	90	16	factor	factor	NOUN
fis-145	90	17	ki	ki	PROPN
fis-145	90	18	for	for	ADP
fis-145	90	19	any	any	DET
fis-145	90	20	complex	complex	ADJ
fis-145	90	21	crack	crack	NOUN
fis-145	90	22	configurations	configuration	NOUN
fis-145	90	23	too	too	ADV
fis-145	90	24	.	.	PUNCT
fis-145	91	1	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	PROPN
fis-145	91	2	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-145	91	3	r.	r.	PROPN
fis-145	91	4	k.	k.	PROPN
fis-145	91	5	bhagat	bhagat	PROPN
fis-145	91	6	et	et	PROPN
fis-145	91	7	alii	alii	PROPN
fis-145	91	8	,	,	PUNCT
fis-145	91	9	frattura	frattura	PROPN
fis-145	91	10	ed	ed	PROPN
fis-145	91	11	integrità	integrità	PROPN
fis-145	91	12	strutturale	strutturale	PROPN
fis-145	91	13	,	,	PUNCT
fis-145	91	14	22	22	NUM
fis-145	91	15	(	(	PUNCT
fis-145	91	16	2012	2012	NUM
fis-145	91	17	)	)	PUNCT
fis-145	91	18	5	5	NUM
fis-145	91	19	-	-	SYM
fis-145	91	20	11	11	NUM
fis-145	91	21	;	;	PUNCT
fis-145	91	22	doi	doi	NOUN
fis-145	91	23	:	:	PUNCT
fis-145	91	24	10.3221	10.3221	NUM
fis-145	91	25	/	/	SYM
fis-145	91	26	igf	igf	PROPN
fis-145	91	27	-	-	ADJ
fis-145	91	28	esis.22.01	esis.22.01	ADJ
fis-145	91	29	9	9	NUM
fis-145	91	30	figure	figure	NOUN
fis-145	91	31	8	8	NUM
fis-145	91	32	:	:	PUNCT
fis-145	91	33	comparison	comparison	NOUN
fis-145	91	34	of	of	ADP
fis-145	91	35	stress	stress	NOUN
fis-145	91	36	intensity	intensity	NOUN
fis-145	91	37	factor	factor	NOUN
fis-145	91	38	ki	ki	PROPN
fis-145	91	39	for	for	ADP
fis-145	91	40	load	load	NOUN
fis-145	91	41	σ	σ	NOUN
fis-145	91	42	=	=	SYM
fis-145	91	43	1.125n	1.125n	NUM
fis-145	91	44	/	/	SYM
fis-145	91	45	mm2	mm2	PROPN
fis-145	91	46	,	,	PUNCT
fis-145	91	47	biaxial	biaxial	ADJ
fis-145	91	48	load	load	NOUN
fis-145	91	49	factor	factor	NOUN
fis-145	91	50	=	=	NOUN
fis-145	91	51	1	1	NUM
fis-145	91	52	and	and	CCONJ
fis-145	91	53	a	a	PRON
fis-145	91	54	/	/	SYM
fis-145	91	55	w=	w=	NOUN
fis-145	91	56	0.06	0.06	NUM
fis-145	91	57	.	.	PUNCT
fis-145	92	1	effect	effect	NOUN
fis-145	92	2	of	of	ADP
fis-145	92	3	crack	crack	VERB
fis-145	92	4	inclination	inclination	NOUN
fis-145	92	5	angle	angle	NOUN
fis-145	92	6	on	on	ADP
fis-145	92	7	ki	ki	PROPN
fis-145	92	8	for	for	ADP
fis-145	92	9	two	two	NUM
fis-145	92	10	non	non	ADJ
fis-145	92	11	-	-	ADJ
fis-145	92	12	parallel	parallel	ADJ
fis-145	92	13	cracks	crack	NOUN
fis-145	92	14	when	when	SCONJ
fis-145	92	15	there	there	PRON
fis-145	92	16	are	be	VERB
fis-145	92	17	two	two	NUM
fis-145	92	18	parallel	parallel	ADJ
fis-145	92	19	and	and	CCONJ
fis-145	92	20	symmetric	symmetric	ADJ
fis-145	92	21	cracks	crack	NOUN
fis-145	92	22	in	in	ADP
fis-145	92	23	a	a	DET
fis-145	92	24	plate	plate	NOUN
fis-145	92	25	then	then	ADV
fis-145	92	26	ki	ki	PROPN
fis-145	92	27	for	for	ADP
fis-145	92	28	lower	low	ADJ
fis-145	92	29	ki(l	ki(l	NOUN
fis-145	92	30	)	)	PUNCT
fis-145	92	31	and	and	CCONJ
fis-145	92	32	upper	upper	ADJ
fis-145	92	33	ki(u	ki(u	NOUN
fis-145	92	34	)	)	PUNCT
fis-145	92	35	crack	crack	VERB
fis-145	92	36	decreases	decrease	NOUN
fis-145	92	37	with	with	ADP
fis-145	92	38	the	the	DET
fis-145	92	39	increase	increase	NOUN
fis-145	92	40	of	of	ADP
fis-145	92	41	crack	crack	VERB
fis-145	92	42	inclination	inclination	NOUN
fis-145	92	43	angle	angle	NOUN
fis-145	92	44	as	as	SCONJ
fis-145	92	45	shown	show	VERB
fis-145	92	46	in	in	ADP
fis-145	92	47	fig	fig	NOUN
fis-145	92	48	.	.	PUNCT
fis-145	93	1	9	9	X
fis-145	93	2	.	.	X
fis-145	93	3	figure	figure	NOUN
fis-145	93	4	9	9	NUM
fis-145	93	5	:	:	PUNCT
fis-145	93	6	effect	effect	NOUN
fis-145	93	7	of	of	ADP
fis-145	93	8	crack	crack	VERB
fis-145	93	9	inclination	inclination	NOUN
fis-145	93	10	angle	angle	NOUN
fis-145	93	11	α	α	NOUN
fis-145	93	12	on	on	ADP
fis-145	93	13	ki	ki	PROPN
fis-145	93	14	for	for	ADP
fis-145	93	15	two	two	NUM
fis-145	93	16	non	non	ADJ
fis-145	93	17	parallel	parallel	ADJ
fis-145	93	18	crack	crack	NOUN
fis-145	93	19	;	;	PUNCT
fis-145	93	20	a	a	DET
fis-145	93	21	/	/	SYM
fis-145	93	22	w	w	NOUN
fis-145	93	23	=	=	NOUN
fis-145	93	24	0.08	0.08	NUM
fis-145	93	25	,	,	PUNCT
fis-145	93	26	k	k	X
fis-145	93	27	=	=	SYM
fis-145	93	28	0.75	0.75	NUM
fis-145	93	29	,	,	PUNCT
fis-145	93	30	s	s	PART
fis-145	93	31	=	=	NOUN
fis-145	93	32	1.5	1.5	NUM
fis-145	93	33	and	and	CCONJ
fis-145	93	34	b	b	NOUN
fis-145	93	35	=	=	SYM
fis-145	93	36	24	24	NUM
fis-145	93	37	.	.	PUNCT
fis-145	93	38	effect	effect	NOUN
fis-145	93	39	of	of	ADP
fis-145	93	40	crack	crack	VERB
fis-145	93	41	inclination	inclination	NOUN
fis-145	93	42	angle	angle	NOUN
fis-145	93	43	on	on	ADP
fis-145	93	44	ki	ki	PROPN
fis-145	93	45	for	for	ADP
fis-145	93	46	two	two	NUM
fis-145	93	47	parallel	parallel	ADJ
fis-145	93	48	cracks	crack	NOUN
fis-145	93	49	when	when	SCONJ
fis-145	93	50	there	there	PRON
fis-145	93	51	are	be	VERB
fis-145	93	52	two	two	NUM
fis-145	93	53	parallel	parallel	ADJ
fis-145	93	54	cracks	crack	NOUN
fis-145	93	55	in	in	ADP
fis-145	93	56	a	a	DET
fis-145	93	57	plate	plate	NOUN
fis-145	94	1	then	then	ADV
fis-145	94	2	ki	ki	PROPN
fis-145	94	3	for	for	ADP
fis-145	94	4	lower	low	ADJ
fis-145	94	5	and	and	CCONJ
fis-145	94	6	upper	upper	ADJ
fis-145	94	7	crack	crack	NOUN
fis-145	94	8	decrease	decrease	NOUN
fis-145	94	9	with	with	ADP
fis-145	94	10	the	the	DET
fis-145	94	11	increase	increase	NOUN
fis-145	94	12	in	in	ADP
fis-145	94	13	crack	crack	NOUN
fis-145	94	14	inclination	inclination	NOUN
fis-145	94	15	angle	angle	NOUN
fis-145	94	16	,	,	PUNCT
fis-145	94	17	whereas	whereas	SCONJ
fis-145	94	18	upper	upper	ADJ
fis-145	94	19	crack	crack	NOUN
fis-145	94	20	has	have	VERB
fis-145	94	21	slightly	slightly	ADV
fis-145	94	22	more	more	ADJ
fis-145	94	23	value	value	NOUN
fis-145	94	24	than	than	ADP
fis-145	94	25	the	the	DET
fis-145	94	26	lower	low	ADJ
fis-145	94	27	crack	crack	NOUN
fis-145	94	28	as	as	SCONJ
fis-145	94	29	shown	show	VERB
fis-145	94	30	in	in	ADP
fis-145	94	31	fig	fig	NOUN
fis-145	94	32	.	.	PUNCT
fis-145	95	1	10	10	NUM
fis-145	95	2	.	.	X
fis-145	95	3	fig	fig	NOUN
fis-145	95	4	.	.	PUNCT
fis-145	96	1	10	10	NUM
fis-145	96	2	shows	show	VERB
fis-145	96	3	that	that	SCONJ
fis-145	96	4	for	for	ADP
fis-145	96	5	lower	low	ADJ
fis-145	96	6	and	and	CCONJ
fis-145	96	7	higher	high	ADJ
fis-145	96	8	crack	crack	NOUN
fis-145	96	9	inclination	inclination	NOUN
fis-145	96	10	angle	angle	NOUN
fis-145	96	11	,	,	PUNCT
fis-145	96	12	ki	ki	PROPN
fis-145	96	13	for	for	ADP
fis-145	96	14	lower	low	ADJ
fis-145	96	15	and	and	CCONJ
fis-145	96	16	upper	upper	ADJ
fis-145	96	17	crack	crack	NOUN
fis-145	96	18	are	be	AUX
fis-145	96	19	approximately	approximately	ADV
fis-145	96	20	same	same	ADJ
fis-145	96	21	because	because	SCONJ
fis-145	96	22	cracks	crack	NOUN
fis-145	96	23	are	be	AUX
fis-145	96	24	tends	tend	VERB
fis-145	96	25	to	to	PART
fis-145	96	26	parallel	parallel	VERB
fis-145	96	27	to	to	ADP
fis-145	96	28	either	either	CCONJ
fis-145	96	29	major	major	ADJ
fis-145	96	30	or	or	CCONJ
fis-145	96	31	minor	minor	ADJ
fis-145	96	32	load	load	NOUN
fis-145	96	33	axis	axis	ADJ
fis-145	96	34	,	,	PUNCT
fis-145	96	35	and	and	CCONJ
fis-145	96	36	are	be	AUX
fis-145	96	37	close	close	ADJ
fis-145	96	38	mode	mode	NOUN
fis-145	96	39	i	i	PRON
fis-145	96	40	or	or	CCONJ
fis-145	96	41	mode	mode	PROPN
fis-145	96	42	ii	ii	NOUN
fis-145	96	43	condition	condition	NOUN
fis-145	96	44	and	and	CCONJ
fis-145	96	45	hence	hence	ADV
fis-145	96	46	there	there	PRON
fis-145	96	47	is	be	VERB
fis-145	96	48	negligible	negligible	ADJ
fis-145	96	49	variation	variation	NOUN
fis-145	96	50	in	in	ADP
fis-145	96	51	the	the	DET
fis-145	96	52	ki	ki	PROPN
fis-145	96	53	for	for	ADP
fis-145	96	54	lower	low	ADJ
fis-145	96	55	and	and	CCONJ
fis-145	96	56	upper	upper	ADJ
fis-145	96	57	crack	crack	NOUN
fis-145	96	58	.	.	PUNCT
fis-145	97	1	effect	effect	NOUN
fis-145	97	2	of	of	ADP
fis-145	97	3	crack	crack	NOUN
fis-145	97	4	inclination	inclination	NOUN
fis-145	97	5	angle	angle	NOUN
fis-145	97	6	α	α	NOUN
fis-145	97	7	on	on	ADP
fis-145	97	8	two	two	NUM
fis-145	97	9	non	non	ADJ
fis-145	97	10	-	-	ADJ
fis-145	97	11	parallel	parallel	ADJ
fis-145	97	12	cracks	crack	NOUN
fis-145	97	13	when	when	SCONJ
fis-145	97	14	there	there	PRON
fis-145	97	15	is	be	VERB
fis-145	97	16	two	two	NUM
fis-145	97	17	parallel	parallel	ADJ
fis-145	97	18	and	and	CCONJ
fis-145	97	19	symmetric	symmetric	ADJ
fis-145	97	20	crack	crack	NOUN
fis-145	97	21	in	in	ADP
fis-145	97	22	a	a	DET
fis-145	97	23	plate	plate	NOUN
fis-145	97	24	kii	kii	NOUN
fis-145	97	25	for	for	ADP
fis-145	97	26	lower	low	ADJ
fis-145	97	27	kii(l	kii(l	PROPN
fis-145	97	28	)	)	PUNCT
fis-145	97	29	and	and	CCONJ
fis-145	97	30	upper	upper	ADJ
fis-145	97	31	kii(u	kii(u	NOUN
fis-145	97	32	)	)	PUNCT
fis-145	97	33	crack	crack	VERB
fis-145	97	34	the	the	DET
fis-145	97	35	value	value	NOUN
fis-145	97	36	of	of	ADP
fis-145	97	37	kii	kii	PROPN
fis-145	97	38	are	be	AUX
fis-145	97	39	approximately	approximately	ADV
fis-145	97	40	same	same	ADJ
fis-145	97	41	for	for	ADP
fis-145	97	42	both	both	CCONJ
fis-145	97	43	the	the	DET
fis-145	97	44	crack	crack	NOUN
fis-145	97	45	as	as	SCONJ
fis-145	97	46	shown	show	VERB
fis-145	97	47	in	in	ADP
fis-145	97	48	fig	fig	NOUN
fis-145	97	49	.	.	PUNCT
fis-145	98	1	11	11	NUM
fis-145	99	1	and	and	CCONJ
fis-145	99	2	it	it	PRON
fis-145	99	3	increases	increase	VERB
fis-145	99	4	up	up	ADP
fis-145	99	5	to	to	ADP
fis-145	99	6	α	α	NOUN
fis-145	99	7	=	=	SYM
fis-145	99	8	450	450	NUM
fis-145	100	1	and	and	CCONJ
fis-145	100	2	then	then	ADV
fis-145	100	3	it	it	PRON
fis-145	100	4	starts	start	VERB
fis-145	100	5	decreasing	decrease	VERB
fis-145	100	6	hence	hence	ADV
fis-145	100	7	,	,	PUNCT
fis-145	100	8	maximum	maximum	ADJ
fis-145	100	9	value	value	NOUN
fis-145	100	10	is	be	AUX
fis-145	100	11	observed	observe	VERB
fis-145	100	12	at	at	ADP
fis-145	100	13	α	α	NOUN
fis-145	100	14	=	=	PROPN
fis-145	100	15	450	450	NUM
fis-145	100	16	.	.	PUNCT
fis-145	100	17	effect	effect	NOUN
fis-145	100	18	of	of	ADP
fis-145	100	19	crack	crack	VERB
fis-145	100	20	inclination	inclination	NOUN
fis-145	100	21	angle	angle	NOUN
fis-145	100	22	α	α	NOUN
fis-145	100	23	on	on	ADP
fis-145	100	24	two	two	NUM
fis-145	100	25	parallel	parallel	ADJ
fis-145	100	26	cracks	crack	NOUN
fis-145	100	27	when	when	SCONJ
fis-145	100	28	there	there	PRON
fis-145	100	29	are	be	VERB
fis-145	100	30	two	two	NUM
fis-145	100	31	parallel	parallel	ADJ
fis-145	100	32	cracks	crack	NOUN
fis-145	100	33	in	in	ADP
fis-145	100	34	a	a	DET
fis-145	100	35	plate	plate	NOUN
fis-145	100	36	then	then	ADV
fis-145	100	37	kii	kii	PROPN
fis-145	100	38	increases	increase	VERB
fis-145	100	39	with	with	ADP
fis-145	100	40	the	the	DET
fis-145	100	41	increase	increase	NOUN
fis-145	100	42	of	of	ADP
fis-145	100	43	crack	crack	VERB
fis-145	100	44	inclination	inclination	NOUN
fis-145	100	45	angle	angle	NOUN
fis-145	100	46	for	for	ADP
fis-145	100	47	upper	upper	ADJ
fis-145	100	48	and	and	CCONJ
fis-145	100	49	lower	low	ADJ
fis-145	100	50	crack	crack	VERB
fis-145	100	51	up	up	ADP
fis-145	100	52	to	to	ADP
fis-145	100	53	450	450	NUM
fis-145	101	1	and	and	CCONJ
fis-145	101	2	then	then	ADV
fis-145	101	3	it	it	PRON
fis-145	101	4	starts	start	VERB
fis-145	101	5	decreasing	decrease	VERB
fis-145	101	6	as	as	SCONJ
fis-145	101	7	shown	show	VERB
fis-145	101	8	in	in	ADP
fis-145	101	9	fig	fig	NOUN
fis-145	101	10	.	.	PUNCT
fis-145	102	1	12	12	NUM
fis-145	102	2	.	.	PUNCT
fis-145	103	1	hence	hence	ADV
fis-145	103	2	,	,	PUNCT
fis-145	103	3	maximum	maximum	ADJ
fis-145	103	4	value	value	NOUN
fis-145	103	5	is	be	AUX
fis-145	103	6	obtained	obtain	VERB
fis-145	103	7	at	at	ADP
fis-145	103	8	α	α	NOUN
fis-145	103	9	=	=	PROPN
fis-145	103	10	450	450	NUM
fis-145	103	11	.	.	PUNCT
fis-145	104	1	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	PROPN
fis-145	104	2	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-145	104	3	r.	r.	PROPN
fis-145	104	4	k.	k.	PROPN
fis-145	104	5	bhagat	bhagat	PROPN
fis-145	104	6	et	et	PROPN
fis-145	104	7	alii	alii	PROPN
fis-145	104	8	,	,	PUNCT
fis-145	104	9	frattura	frattura	PROPN
fis-145	104	10	ed	ed	PROPN
fis-145	104	11	integrità	integrità	PROPN
fis-145	104	12	strutturale	strutturale	PROPN
fis-145	104	13	,	,	PUNCT
fis-145	104	14	22	22	NUM
fis-145	104	15	(	(	PUNCT
fis-145	104	16	2012	2012	NUM
fis-145	104	17	)	)	PUNCT
fis-145	104	18	5	5	NUM
fis-145	104	19	-	-	SYM
fis-145	104	20	11	11	NUM
fis-145	104	21	;	;	PUNCT
fis-145	104	22	doi	doi	NOUN
fis-145	104	23	:	:	PUNCT
fis-145	104	24	10.3221	10.3221	NUM
fis-145	104	25	/	/	SYM
fis-145	104	26	igf	igf	PROPN
fis-145	104	27	-	-	ADJ
fis-145	104	28	esis.22.01	esis.22.01	ADJ
fis-145	104	29	10	10	NUM
fis-145	104	30	figure	figure	NOUN
fis-145	104	31	10	10	NUM
fis-145	104	32	:	:	PUNCT
fis-145	104	33	effect	effect	NOUN
fis-145	104	34	of	of	ADP
fis-145	104	35	crack	crack	VERB
fis-145	104	36	inclination	inclination	NOUN
fis-145	104	37	angle	angle	NOUN
fis-145	104	38	α	α	NOUN
fis-145	104	39	on	on	ADP
fis-145	104	40	ki	ki	PROPN
fis-145	104	41	for	for	ADP
fis-145	104	42	two	two	NUM
fis-145	104	43	parallel	parallel	ADJ
fis-145	104	44	crack	crack	NOUN
fis-145	104	45	;	;	PUNCT
fis-145	104	46	a	a	DET
fis-145	104	47	/	/	SYM
fis-145	104	48	w	w	NOUN
fis-145	104	49	=	=	NOUN
fis-145	104	50	0.08	0.08	NUM
fis-145	104	51	,	,	PUNCT
fis-145	104	52	k	k	X
fis-145	104	53	=	=	SYM
fis-145	104	54	0.75	0.75	NUM
fis-145	104	55	,	,	PUNCT
fis-145	104	56	s	s	PART
fis-145	104	57	=	=	NOUN
fis-145	104	58	1.5	1.5	NUM
fis-145	104	59	and	and	CCONJ
fis-145	104	60	b	b	NOUN
fis-145	104	61	=	=	SYM
fis-145	104	62	24	24	NUM
fis-145	104	63	.	.	PUNCT
fis-145	105	1	figure	figure	VERB
fis-145	105	2	11	11	NUM
fis-145	105	3	:	:	PUNCT
fis-145	105	4	effect	effect	NOUN
fis-145	105	5	of	of	ADP
fis-145	105	6	crack	crack	VERB
fis-145	105	7	inclination	inclination	NOUN
fis-145	105	8	angle	angle	NOUN
fis-145	105	9	α	α	NOUN
fis-145	105	10	on	on	ADP
fis-145	105	11	ki	ki	PROPN
fis-145	105	12	for	for	ADP
fis-145	105	13	two	two	NUM
fis-145	105	14	non	non	ADJ
fis-145	105	15	-	-	ADJ
fis-145	105	16	parallel	parallel	ADJ
fis-145	105	17	cracks	crack	NOUN
fis-145	105	18	;	;	PUNCT
fis-145	105	19	a	a	DET
fis-145	105	20	/	/	SYM
fis-145	105	21	w	w	NOUN
fis-145	105	22	=	=	NOUN
fis-145	105	23	0.08	0.08	NUM
fis-145	105	24	,	,	PUNCT
fis-145	105	25	k	k	X
fis-145	105	26	=	=	SYM
fis-145	105	27	0.75	0.75	NUM
fis-145	105	28	,	,	PUNCT
fis-145	105	29	s	s	PART
fis-145	105	30	=	=	NOUN
fis-145	105	31	1.5	1.5	NUM
fis-145	105	32	and	and	CCONJ
fis-145	105	33	b	b	NOUN
fis-145	106	1	=	=	SYM
fis-145	106	2	24	24	NUM
fis-145	106	3	mm	mm	NOUN
fis-145	106	4	.	.	PUNCT
fis-145	106	5	figure	figure	NOUN
fis-145	106	6	12	12	NUM
fis-145	106	7	:	:	PUNCT
fis-145	106	8	effect	effect	NOUN
fis-145	106	9	of	of	ADP
fis-145	106	10	crack	crack	VERB
fis-145	106	11	inclination	inclination	NOUN
fis-145	106	12	angle	angle	NOUN
fis-145	106	13	α	α	NOUN
fis-145	106	14	on	on	ADP
fis-145	106	15	ki	ki	PROPN
fis-145	106	16	for	for	ADP
fis-145	106	17	two	two	NUM
fis-145	106	18	parallel	parallel	ADJ
fis-145	106	19	cracks	crack	NOUN
fis-145	106	20	;	;	PUNCT
fis-145	107	1	a	a	DET
fis-145	107	2	/	/	SYM
fis-145	107	3	w	w	NOUN
fis-145	107	4	=	=	NOUN
fis-145	107	5	0.08	0.08	NUM
fis-145	107	6	,	,	PUNCT
fis-145	107	7	k	k	X
fis-145	107	8	=	=	SYM
fis-145	107	9	0.75	0.75	NUM
fis-145	107	10	,	,	PUNCT
fis-145	107	11	s	s	PART
fis-145	107	12	=	=	NOUN
fis-145	107	13	1.5	1.5	NUM
fis-145	107	14	and	and	CCONJ
fis-145	107	15	b	b	NOUN
fis-145	107	16	=	=	SYM
fis-145	107	17	24	24	NUM
fis-145	107	18	mm	mm	NOUN
fis-145	107	19	.	.	PUNCT
fis-145	108	1	conclusions	conclusion	NOUN
fis-145	108	2	ffects	ffect	NOUN
fis-145	108	3	of	of	ADP
fis-145	108	4	crack	crack	NOUN
fis-145	108	5	inclination	inclination	NOUN
fis-145	108	6	angle	angle	NOUN
fis-145	108	7	on	on	ADP
fis-145	108	8	stress	stress	NOUN
fis-145	108	9	intensity	intensity	NOUN
fis-145	108	10	factors	factor	NOUN
fis-145	108	11	for	for	ADP
fis-145	108	12	two	two	NUM
fis-145	108	13	parallel	parallel	ADJ
fis-145	108	14	and	and	CCONJ
fis-145	108	15	non	non	ADJ
fis-145	108	16	parallel	parallel	ADJ
fis-145	108	17	cracks	crack	NOUN
fis-145	108	18	are	be	AUX
fis-145	108	19	analysed	analyse	VERB
fis-145	108	20	and	and	CCONJ
fis-145	108	21	found	find	VERB
fis-145	108	22	to	to	PART
fis-145	108	23	have	have	VERB
fis-145	108	24	significant	significant	ADJ
fis-145	108	25	effect	effect	NOUN
fis-145	108	26	on	on	ADP
fis-145	108	27	lower	low	ADJ
fis-145	108	28	and	and	CCONJ
fis-145	108	29	upper	upper	ADJ
fis-145	108	30	crack	crack	NOUN
fis-145	108	31	.	.	PUNCT
fis-145	109	1	the	the	DET
fis-145	109	2	stress	stress	NOUN
fis-145	109	3	intensity	intensity	NOUN
fis-145	109	4	factors	factor	NOUN
fis-145	109	5	for	for	ADP
fis-145	109	6	non	non	ADJ
fis-145	109	7	parallel	parallel	ADJ
fis-145	109	8	cracks	crack	NOUN
fis-145	109	9	have	have	VERB
fis-145	109	10	similar	similar	ADJ
fis-145	109	11	value	value	NOUN
fis-145	109	12	for	for	ADP
fis-145	109	13	upper	upper	ADJ
fis-145	109	14	and	and	CCONJ
fis-145	109	15	lower	low	ADJ
fis-145	109	16	cracks	crack	NOUN
fis-145	109	17	,	,	PUNCT
fis-145	109	18	whereas	whereas	SCONJ
fis-145	109	19	in	in	ADP
fis-145	109	20	case	case	NOUN
fis-145	109	21	of	of	ADP
fis-145	109	22	parallel	parallel	ADJ
fis-145	109	23	cracks	crack	NOUN
fis-145	109	24	the	the	DET
fis-145	109	25	value	value	NOUN
fis-145	109	26	of	of	ADP
fis-145	109	27	stress	stress	NOUN
fis-145	109	28	intensity	intensity	NOUN
fis-145	109	29	factor	factor	NOUN
fis-145	109	30	is	be	AUX
fis-145	109	31	e	e	PROPN
fis-145	109	32	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	PROPN
fis-145	109	33	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-145	109	34	r.	r.	PROPN
fis-145	109	35	k.	k.	PROPN
fis-145	109	36	bhagat	bhagat	PROPN
fis-145	109	37	et	et	PROPN
fis-145	109	38	alii	alii	PROPN
fis-145	109	39	,	,	PUNCT
fis-145	109	40	frattura	frattura	PROPN
fis-145	109	41	ed	ed	PROPN
fis-145	109	42	integrità	integrità	PROPN
fis-145	109	43	strutturale	strutturale	PROPN
fis-145	109	44	,	,	PUNCT
fis-145	109	45	22	22	NUM
fis-145	109	46	(	(	PUNCT
fis-145	109	47	2012	2012	NUM
fis-145	109	48	)	)	PUNCT
fis-145	109	49	5	5	NUM
fis-145	109	50	-	-	SYM
fis-145	109	51	11	11	NUM
fis-145	109	52	;	;	PUNCT
fis-145	109	53	doi	doi	NOUN
fis-145	109	54	:	:	PUNCT
fis-145	109	55	10.3221	10.3221	NUM
fis-145	109	56	/	/	SYM
fis-145	109	57	igf	igf	PROPN
fis-145	109	58	-	-	ADJ
fis-145	109	59	esis.22.01	esis.22.01	ADJ
fis-145	109	60	11	11	NUM
fis-145	109	61	lower	low	ADJ
fis-145	109	62	for	for	ADP
fis-145	109	63	lower	low	ADJ
fis-145	109	64	crack	crack	NOUN
fis-145	109	65	in	in	ADP
fis-145	109	66	comparison	comparison	NOUN
fis-145	109	67	to	to	ADP
fis-145	109	68	upper	upper	ADJ
fis-145	109	69	crack	crack	NOUN
fis-145	109	70	.	.	PUNCT
fis-145	110	1	references	reference	NOUN
fis-145	110	2	[	[	X
fis-145	110	3	1	1	NUM
fis-145	110	4	]	]	X
fis-145	110	5	c.e	c.e	PROPN
fis-145	110	6	.	.	PROPN
fis-145	110	7	inglis	inglis	PROPN
fis-145	110	8	,	,	PUNCT
fis-145	110	9	transactions	transaction	NOUN
fis-145	110	10	-	-	PUNCT
fis-145	110	11	institute	institute	NOUN
fis-145	110	12	of	of	ADP
fis-145	110	13	naval	naval	PROPN
fis-145	110	14	architect	architect	NOUN
fis-145	110	15	,	,	PUNCT
fis-145	110	16	55	55	NUM
fis-145	110	17	(	(	PUNCT
fis-145	110	18	1913	1913	NUM
fis-145	110	19	)	)	PUNCT
fis-145	110	20	219	219	NUM
fis-145	110	21	.	.	PUNCT
fis-145	111	1	[	[	X
fis-145	111	2	2	2	NUM
fis-145	111	3	]	]	SYM
fis-145	111	4	a.a	a.a	PROPN
fis-145	111	5	.	.	PROPN
fis-145	111	6	griffith	griffith	PROPN
fis-145	111	7	,	,	PUNCT
fis-145	111	8	trans	trans	PROPN
fis-145	111	9	.	.	PUNCT
fis-145	112	1	royal	royal	PROPN
fis-145	112	2	soci	soci	PROPN
fis-145	112	3	.	.	PUNCT
fis-145	113	1	london	london	PROPN
fis-145	113	2	,	,	PUNCT
fis-145	113	3	221	221	NUM
fis-145	113	4	(	(	PUNCT
fis-145	113	5	1920	1920	NUM
fis-145	113	6	)	)	PUNCT
fis-145	113	7	163	163	NUM
fis-145	113	8	.	.	PUNCT
fis-145	114	1	[	[	X
fis-145	114	2	3	3	X
fis-145	114	3	]	]	X
fis-145	114	4	h.	h.	PROPN
fis-145	114	5	m.	m.	PROPN
fis-145	114	6	westgaard	westgaard	PROPN
fis-145	114	7	,	,	PUNCT
fis-145	114	8	j.	j.	PROPN
fis-145	114	9	appl	appl	PROPN
fis-145	114	10	.	.	PUNCT
fis-145	115	1	maths	maths	PROPN
fis-145	115	2	mech	mech	PROPN
fis-145	115	3	.	.	PROPN
fis-145	115	4	,	,	PUNCT
fis-145	115	5	6	6	NUM
fis-145	115	6	(	(	PUNCT
fis-145	115	7	1939	1939	NUM
fis-145	115	8	)	)	PUNCT
fis-145	115	9	a49	a49	NOUN
fis-145	115	10	.	.	PUNCT
fis-145	116	1	[	[	X
fis-145	116	2	4	4	X
fis-145	116	3	]	]	X
fis-145	116	4	g.	g.	PROPN
fis-145	116	5	r.	r.	PROPN
fis-145	116	6	irwin	irwin	PROPN
fis-145	116	7	,	,	PUNCT
fis-145	116	8	trans	trans	PROPN
fis-145	116	9	.	.	PROPN
fis-145	117	1	asme	asme	PROPN
fis-145	117	2	,	,	PUNCT
fis-145	117	3	j.	j.	PROPN
fis-145	117	4	appl	appl	PROPN
fis-145	117	5	.	.	PROPN
fis-145	117	6	mech	mech	PROPN
fis-145	117	7	.	.	PROPN
fis-145	117	8	,	,	PUNCT
fis-145	117	9	24(3	24(3	NUM
fis-145	117	10	)	)	PUNCT
fis-145	117	11	(	(	PUNCT
fis-145	117	12	1957	1957	NUM
fis-145	117	13	)	)	PUNCT
fis-145	117	14	361	361	NUM
fis-145	117	15	.	.	PUNCT
fis-145	118	1	[	[	X
fis-145	118	2	5	5	X
fis-145	118	3	]	]	PUNCT
fis-145	118	4	t.	t.	PROPN
fis-145	118	5	wen	wen	PROPN
fis-145	118	6	-	-	PROPN
fis-145	118	7	ye	ye	PROPN
fis-145	118	8	,	,	PUNCT
fis-145	118	9	u.	u.	PROPN
fis-145	118	10	gabbert	gabbert	PROPN
fis-145	118	11	,	,	PUNCT
fis-145	118	12	european	european	PROPN
fis-145	118	13	j.	j.	PROPN
fis-145	118	14	mech	mech	PROPN
fis-145	118	15	.	.	PUNCT
fis-145	119	1	a	a	DET
fis-145	119	2	/	/	SYM
fis-145	119	3	solids	solid	NOUN
fis-145	119	4	,	,	PUNCT
fis-145	119	5	23	23	NUM
fis-145	119	6	(	(	PUNCT
fis-145	119	7	2004	2004	NUM
fis-145	119	8	)	)	PUNCT
fis-145	119	9	599	599	NUM
fis-145	119	10	.	.	PUNCT
fis-145	120	1	[	[	X
fis-145	120	2	6	6	NUM
fis-145	120	3	]	]	X
fis-145	120	4	y.	y.	NOUN
fis-145	120	5	xiangqiao	xiangqiao	PROPN
fis-145	120	6	,	,	PUNCT
fis-145	120	7	m.	m.	NOUN
fis-145	120	8	changing	changing	NOUN
fis-145	120	9	,	,	PUNCT
fis-145	120	10	interaction	interaction	NOUN
fis-145	120	11	of	of	ADP
fis-145	120	12	multiple	multiple	ADJ
fis-145	120	13	cracks	crack	NOUN
fis-145	120	14	in	in	ADP
fis-145	120	15	a	a	DET
fis-145	120	16	rectangular	rectangular	ADJ
fis-145	120	17	plate	plate	NOUN
fis-145	120	18	,	,	PUNCT
fis-145	120	19	appl	appl	PROPN
fis-145	120	20	.	.	PROPN
fis-145	120	21	math	math	PROPN
fis-145	120	22	.	.	PUNCT
fis-145	121	1	modelling	modelling	NOUN
fis-145	121	2	.	.	PUNCT
fis-145	122	1	(	(	PUNCT
fis-145	122	2	2012	2012	NUM
fis-145	122	3	)	)	PUNCT
fis-145	122	4	article	article	NOUN
fis-145	122	5	in	in	ADP
fis-145	122	6	press	press	NOUN
fis-145	122	7	.	.	PUNCT
fis-145	123	1	[	[	X
fis-145	123	2	7	7	X
fis-145	123	3	]	]	PUNCT
fis-145	123	4	k.	k.	PROPN
fis-145	123	5	van	van	PROPN
fis-145	123	6	der	der	PROPN
fis-145	123	7	walde	walde	NOUN
fis-145	123	8	,	,	PUNCT
fis-145	123	9	int	int	NOUN
fis-145	123	10	.	.	PUNCT
fis-145	124	1	j.	j.	PROPN
fis-145	124	2	fatigue	fatigue	PROPN
fis-145	124	3	.	.	PUNCT
fis-145	125	1	27	27	NUM
fis-145	125	2	(	(	PUNCT
fis-145	125	3	2005	2005	NUM
fis-145	125	4	)	)	PUNCT
fis-145	125	5	1509	1509	NUM
fis-145	125	6	.	.	PUNCT
fis-145	126	1	[	[	X
fis-145	126	2	8	8	NUM
fis-145	126	3	]	]	X
fis-145	126	4	w.	w.	PROPN
fis-145	126	5	wang	wang	PROPN
fis-145	126	6	,	,	PUNCT
fis-145	126	7	x.	x.	PROPN
fis-145	126	8	zeng	zeng	PROPN
fis-145	126	9	,	,	PUNCT
fis-145	126	10	j.	j.	PROPN
fis-145	126	11	ding	ding	PROPN
fis-145	126	12	,	,	PUNCT
fis-145	126	13	engineering	engineering	NOUN
fis-145	126	14	and	and	CCONJ
fis-145	126	15	technology	technology	NOUN
fis-145	126	16	,	,	PUNCT
fis-145	126	17	70	70	NUM
fis-145	126	18	(	(	PUNCT
fis-145	126	19	2010	2010	NUM
fis-145	126	20	)	)	PUNCT
fis-145	126	21	587	587	NUM
fis-145	126	22	.	.	PUNCT
fis-145	127	1	[	[	X
fis-145	127	2	9	9	NUM
fis-145	127	3	]	]	X
fis-145	127	4	v.k	v.k	PROPN
fis-145	127	5	.	.	PROPN
fis-145	127	6	singh	singh	PROPN
fis-145	127	7	,	,	PUNCT
fis-145	127	8	p.c	p.c	PROPN
fis-145	127	9	.	.	PROPN
fis-145	127	10	gope	gope	PROPN
fis-145	127	11	,	,	PUNCT
fis-145	127	12	journal	journal	NOUN
fis-145	127	13	of	of	ADP
fis-145	127	14	solid	solid	ADJ
fis-145	127	15	mechanics	mechanic	NOUN
fis-145	127	16	,	,	PUNCT
fis-145	127	17	3	3	NUM
fis-145	127	18	(	(	PUNCT
fis-145	127	19	2009	2009	NUM
fis-145	127	20	)	)	PUNCT
fis-145	127	21	233	233	NUM
fis-145	127	22	.	.	PUNCT
fis-145	128	1	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	http://dx.medra.org/10.3221/igf-esis.22.01&auth=true	PROPN
fis-145	128	2	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN