中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Three-dimensional crack problem analysis using boundary element method with finite-part integrals

文献类型:期刊论文

作者Qin TY; Chen WJ(陈卫江); Tang RJ
刊名International Journal of Fracture
出版日期1997
卷号84期号:2页码:191-202
关键词Planar Crack Boundary Element Method Finite-Part Integral Hypersingular Integral Equation Three-Dimensional Finite Body Square Root Model Equations
ISSN号0376-9429
通讯作者Qin, TY (reprint author), CHINA AGR UNIV,DEPT ENGN BASIC SCI,BEIJING 100083,PEOPLES R CHINA.
中文摘要A set of hypersingular integral equations of a three-dimensional finite elastic solid with an embedded planar crack subjected to arbitrary loads is derived. Then a new numerical method for these equations is proposed by using the boundary element method combined with the finite-part integral method. According to the analytical theory of the hypersingular integral equations of planar crack problems, the square root models of the displacement discontinuities in elements near the crack front are applied, and thus the stress intensity factors can be directly calculated from these. Finally, the stress intensity factor solutions to several typical planar crack problems in a finite body are evaluated.
类目[WOS]Materials Science, Multidisciplinary ; Mechanics
研究领域[WOS]Materials Science ; Mechanics
关键词[WOS]EQUATIONS
收录类别SCI
语种英语
WOS记录号WOS:A1997XR84700007
公开日期2009-08-03 ; 2010-08-20
源URL[http://dspace.imech.ac.cn/handle/311007/38996]  
专题力学研究所_力学所知识产出(1956-2008)
推荐引用方式
GB/T 7714
Qin TY,Chen WJ,Tang RJ. Three-dimensional crack problem analysis using boundary element method with finite-part integrals[J]. International Journal of Fracture,1997,84(2):191-202.
APA Qin TY,陈卫江,&Tang RJ.(1997).Three-dimensional crack problem analysis using boundary element method with finite-part integrals.International Journal of Fracture,84(2),191-202.
MLA Qin TY,et al."Three-dimensional crack problem analysis using boundary element method with finite-part integrals".International Journal of Fracture 84.2(1997):191-202.

入库方式: OAI收割

来源:力学研究所

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