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Chinese Academy of Sciences Institutional Repositories Grid
Study of statistic damage constitutive model for shear failure rock

文献类型:期刊论文

作者Chen, W. Z.; Yang, J. P.
刊名MATERIALS RESEARCH INNOVATIONS
出版日期2011
卷号15页码:S565-S568
关键词Heterogeneity Damage Shear failure Constitutive model
ISSN号1432-8917
DOI10.1179/143307511X12858957676759
英文摘要Considering the heterogeneity of rock, cohesion for elements throughout the rock is supposed to follow a three parameter Weibull distribution, and the cohesion decreases to zero when the element fails according to Mohr-Coulomb criterion. A damage evolution equation for rock undergoing compression is derived based on the statistic theory and shear force equilibrium equation of the shear failure plane. The derived damage evolution equation is reasonable because it considers the failed elements ability of resisting pressure and frictional shear force. A statistic damage constitutive model is then established and verified by comparing the simulated finite element method results with laboratory triaxial testing results. Numerical results show that the developed model simulates the peak and residual strength of triaxial tests very well.
WOS研究方向Materials Science
语种英语
WOS记录号WOS:000288859000138
出版者MANEY PUBLISHING
源URL[http://119.78.100.198/handle/2S6PX9GI/3268]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位CAS, Wuhan Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
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Chen, W. Z.,Yang, J. P.. Study of statistic damage constitutive model for shear failure rock[J]. MATERIALS RESEARCH INNOVATIONS,2011,15:S565-S568.
APA Chen, W. Z.,&Yang, J. P..(2011).Study of statistic damage constitutive model for shear failure rock.MATERIALS RESEARCH INNOVATIONS,15,S565-S568.
MLA Chen, W. Z.,et al."Study of statistic damage constitutive model for shear failure rock".MATERIALS RESEARCH INNOVATIONS 15(2011):S565-S568.

入库方式: OAI收割

来源:武汉岩土力学研究所

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