A linear complementarity formulation of meshfree method for elastoplastic analysis of gradient-dependent plasticity-Reference-Cited by-同舟云学术

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A linear complementarity formulation of meshfree method for elastoplastic analysis of gradient-dependent plasticity

Published:2016-12 Issue: Volume:73 Page:1-13
ISSN:0955-7997
Container-title:Engineering Analysis with Boundary Elements
language:en
Short-container-title:Engineering Analysis with Boundary Elements

Author:

Zhang Guiyong,Li Yong,Wang Haiying,Zong Zhi

Funder

Recruitment program of Global Young Experts

National Key Basic Research Special Foundation of China

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics,General Engineering,Analysis

Reference41 articles.

1. An analytical study of the localization failure modes of concrete;Ortiz;Mech Mater,1987

2. Numerical treatment of progressive localization in relation to borehole stability;Palanastasiou;Int J Numer Anal Meth Geomech,1992

3. A comprehensive review of strain localization in elastoplastic soils;Bardet;Comput Geotech,1990

4. Shear band evolution and accumulated microstructural development in Cosserat media;Tordesillas;Int J Numer Anal Meth Geomech,2004

5. On the role of gradients in the localization of deformation and fracture;Aifantis;Int J Eng Sci,1992

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