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	A Further Improved Maximum Tangential Stress Criterion for Assessing Mode I Fracture of Rocks Considering Non-singular Stress Terms of the Williams Expansion
	Wei, Ming-Dong; Dai, Feng; Zhou, Jia-Wen; Liu, Yi; Luo, Jing
刊名	ROCK MECHANICS AND ROCK ENGINEERING
	2018
卷号	Vol.51 No.11页码:3471-3488
关键词	Fracture toughness Fracture criterion MTS Non-singular stress terms V-notched short rod bend specimen
ISSN号	0723-2632
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/1837397
专题	四川大学
作者单位	Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
推荐引用方式 GB/T 7714	Wei, Ming-Dong,Dai, Feng,Zhou, Jia-Wen,et al. A Further Improved Maximum Tangential Stress Criterion for Assessing Mode I Fracture of Rocks Considering Non-singular Stress Terms of the Williams Expansion[J]. ROCK MECHANICS AND ROCK ENGINEERING,2018,Vol.51 No.11:3471-3488.
APA	Wei, Ming-Dong,Dai, Feng,Zhou, Jia-Wen,Liu, Yi,&Luo, Jing.(2018).A Further Improved Maximum Tangential Stress Criterion for Assessing Mode I Fracture of Rocks Considering Non-singular Stress Terms of the Williams Expansion.ROCK MECHANICS AND ROCK ENGINEERING,Vol.51 No.11,3471-3488.
MLA	Wei, Ming-Dong,et al."A Further Improved Maximum Tangential Stress Criterion for Assessing Mode I Fracture of Rocks Considering Non-singular Stress Terms of the Williams Expansion".ROCK MECHANICS AND ROCK ENGINEERING Vol.51 No.11(2018):3471-3488.

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