Localization and Bifurcation Analysis of Granular Materials in Micropolar Continuum-Reference-Cited by-同舟云学术

Localization and Bifurcation Analysis of Granular Materials in Micropolar Continuum

Published:2019-07 Issue:7 Volume:19 Page:04019064
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chang Jiangfang¹,Wang Wei²,Wen Lei³,Yuan Wei⁴

Affiliation:

1. Lecturer, Mechanics Engineering Dept., Shijiazhuang Tiedao Univ., 17 Northeast, Second Inner Ring, Shijiazhuang 050043, People’s Republic of China (corresponding author).

2. Professor, School of Civil Engineering, Shijiazhuang Tiedao Univ., 17 Northeast, Second Inner Ring, Shijiazhuang 050043, People’s Republic of China.

3. Lecturer, Mechanics Engineering Dept., Shijiazhuang Tiedao Univ., 17 Northeast, Second Inner Ring, Shijiazhuang 050043, People’s Republic of China.

4. Lecturer, School of Civil Engineering, Shijiazhuang Tiedao Univ., 17 Northeast, Second Inner Ring, Shijiazhuang 050043, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001433

Reference29 articles.

1. Strain localization in clay: plane strain versus triaxial loading conditions

2. Strain Localization in Sand: Plane Strain versus Triaxial Compression

3. Shear Band Formation in Plane Strain Experiments of Sand

4. Arslan H. 2006. “Localization analysis of granular materials in Cosserat elastoplasticity: Formulation and finite element implementation.” Ph.D. dissertation Univ. of Colorado at Boulder.

5. A comprehensive review of strain localization in elastoplastic soils

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