Shear band evolution and post-failure simulation by the extended material point method (XMPM) with localization detection and frictional self-contact-Reference-Cited by-同舟云学术

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Shear band evolution and post-failure simulation by the extended material point method (XMPM) with localization detection and frictional self-contact

Published:2022-02 Issue: Volume:390 Page:114530
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Liang Yong,Chandra Bodhinanda^ORCID,Soga Kenichi

Funder

University of California Berkeley

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference90 articles.

1. A general theory of uniqueness and stability in elastic-plastic solids;Hill;J. Mech. Phys. Solids,1958

2. Strain softening of rock, soil and concrete-a review article;Read;Mech. Mater.,1984

3. Numerical simulation of shear band formation in soils;Shuttle;Int. J. Numer. Anal. Methods Geomech.,1988

4. Failure of three sedimentary rocks in triaxial and hollow cylinder compression tests;Santarelli;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1989

5. Crack band theory for fracture of concrete;Bažant;Matér. Constr.,1983

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