Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction

The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was a...
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Autor*in:	Bin Yu [verfasserIn] Jingyi Xi [verfasserIn] Zhonghui Chen [verfasserIn] Lingfan Zhang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Übergeordnetes Werk:	In: Mathematical Problems in Engineering - Hindawi Limited, 2002, (2019)
Übergeordnetes Werk:	year:2019

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.1155/2019/7231962

Katalog-ID:	DOAJ070895201

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520			\|a The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was analyzed. A compression test of a cement mortar specimen containing two cracks and numerical analysis using RFPA2D were performed. The results indicate that the crack interaction can almost be neglected when the crack distance reaches the length of the large crack; the two respective collinear cracks in the specimen grow and do not affect each other when the crack distance reaches the large crack length. The results of compression test and numerical analysis are both in agreement with the theoretical result.
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spelling	10.1155/2019/7231962 doi (DE-627)DOAJ070895201 (DE-599)DOAJ0a9a28851d454072aa8d832d19bdb300 DE-627 ger DE-627 rakwb eng TA1-2040 QA1-939 Bin Yu verfasserin aut Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was analyzed. A compression test of a cement mortar specimen containing two cracks and numerical analysis using RFPA2D were performed. The results indicate that the crack interaction can almost be neglected when the crack distance reaches the length of the large crack; the two respective collinear cracks in the specimen grow and do not affect each other when the crack distance reaches the large crack length. The results of compression test and numerical analysis are both in agreement with the theoretical result. Engineering (General). Civil engineering (General) Mathematics Jingyi Xi verfasserin aut Zhonghui Chen verfasserin aut Lingfan Zhang verfasserin aut In Mathematical Problems in Engineering Hindawi Limited, 2002 (2019) (DE-627)320519937 (DE-600)2014442-8 1024123X nnns year:2019 https://doi.org/10.1155/2019/7231962 kostenfrei https://doaj.org/article/0a9a28851d454072aa8d832d19bdb300 kostenfrei http://dx.doi.org/10.1155/2019/7231962 kostenfrei https://doaj.org/toc/1024-123X Journal toc kostenfrei https://doaj.org/toc/1563-5147 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2088 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2336 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2019
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allfieldsGer	10.1155/2019/7231962 doi (DE-627)DOAJ070895201 (DE-599)DOAJ0a9a28851d454072aa8d832d19bdb300 DE-627 ger DE-627 rakwb eng TA1-2040 QA1-939 Bin Yu verfasserin aut Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was analyzed. A compression test of a cement mortar specimen containing two cracks and numerical analysis using RFPA2D were performed. The results indicate that the crack interaction can almost be neglected when the crack distance reaches the length of the large crack; the two respective collinear cracks in the specimen grow and do not affect each other when the crack distance reaches the large crack length. The results of compression test and numerical analysis are both in agreement with the theoretical result. Engineering (General). Civil engineering (General) Mathematics Jingyi Xi verfasserin aut Zhonghui Chen verfasserin aut Lingfan Zhang verfasserin aut In Mathematical Problems in Engineering Hindawi Limited, 2002 (2019) (DE-627)320519937 (DE-600)2014442-8 1024123X nnns year:2019 https://doi.org/10.1155/2019/7231962 kostenfrei https://doaj.org/article/0a9a28851d454072aa8d832d19bdb300 kostenfrei http://dx.doi.org/10.1155/2019/7231962 kostenfrei https://doaj.org/toc/1024-123X Journal toc kostenfrei https://doaj.org/toc/1563-5147 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2088 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2336 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2019
allfieldsSound	10.1155/2019/7231962 doi (DE-627)DOAJ070895201 (DE-599)DOAJ0a9a28851d454072aa8d832d19bdb300 DE-627 ger DE-627 rakwb eng TA1-2040 QA1-939 Bin Yu verfasserin aut Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was analyzed. A compression test of a cement mortar specimen containing two cracks and numerical analysis using RFPA2D were performed. The results indicate that the crack interaction can almost be neglected when the crack distance reaches the length of the large crack; the two respective collinear cracks in the specimen grow and do not affect each other when the crack distance reaches the large crack length. The results of compression test and numerical analysis are both in agreement with the theoretical result. Engineering (General). Civil engineering (General) Mathematics Jingyi Xi verfasserin aut Zhonghui Chen verfasserin aut Lingfan Zhang verfasserin aut In Mathematical Problems in Engineering Hindawi Limited, 2002 (2019) (DE-627)320519937 (DE-600)2014442-8 1024123X nnns year:2019 https://doi.org/10.1155/2019/7231962 kostenfrei https://doaj.org/article/0a9a28851d454072aa8d832d19bdb300 kostenfrei http://dx.doi.org/10.1155/2019/7231962 kostenfrei https://doaj.org/toc/1024-123X Journal toc kostenfrei https://doaj.org/toc/1563-5147 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2088 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2336 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 2019
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authorswithroles_txt_mv	Bin Yu @@aut@@ Jingyi Xi @@aut@@ Zhonghui Chen @@aut@@ Lingfan Zhang @@aut@@
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callnumber-first	T - Technology
author	Bin Yu
spellingShingle	Bin Yu misc TA1-2040 misc QA1-939 misc Engineering (General). Civil engineering (General) misc Mathematics Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction
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title	Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction
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title_sort	interaction analysis of collinear two cracks with unequal length under uniaxial traction
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title_auth	Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction
abstract	The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was analyzed. A compression test of a cement mortar specimen containing two cracks and numerical analysis using RFPA2D were performed. The results indicate that the crack interaction can almost be neglected when the crack distance reaches the length of the large crack; the two respective collinear cracks in the specimen grow and do not affect each other when the crack distance reaches the large crack length. The results of compression test and numerical analysis are both in agreement with the theoretical result.
abstractGer	The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was analyzed. A compression test of a cement mortar specimen containing two cracks and numerical analysis using RFPA2D were performed. The results indicate that the crack interaction can almost be neglected when the crack distance reaches the length of the large crack; the two respective collinear cracks in the specimen grow and do not affect each other when the crack distance reaches the large crack length. The results of compression test and numerical analysis are both in agreement with the theoretical result.
abstract_unstemmed	The interaction among different sizes of cracks in materials is one of the key factors leading to the damage of brittle materials. Based on the Kachanov method, the expressions for the stress intensity factors of two collinear cracks with unequal length were obtained and the interaction effect was analyzed. A compression test of a cement mortar specimen containing two cracks and numerical analysis using RFPA2D were performed. The results indicate that the crack interaction can almost be neglected when the crack distance reaches the length of the large crack; the two respective collinear cracks in the specimen grow and do not affect each other when the crack distance reaches the large crack length. The results of compression test and numerical analysis are both in agreement with the theoretical result.
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title_short	Interaction Analysis of Collinear Two Cracks with Unequal Length under Uniaxial Traction
url	https://doi.org/10.1155/2019/7231962 https://doaj.org/article/0a9a28851d454072aa8d832d19bdb300 http://dx.doi.org/10.1155/2019/7231962 https://doaj.org/toc/1024-123X https://doaj.org/toc/1563-5147
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