Strain Localization in Unsaturated Elastic-Plastic Materials Subjected to Plane Strain Compression-Reference-Cited by-同舟云学术

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Strain Localization in Unsaturated Elastic-Plastic Materials Subjected to Plane Strain Compression

Published:2014-07 Issue:7 Volume:140 Page:04014050
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Perić Dunja¹,Zhao Gaofeng²,Khalili Nasser³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506-5000 (corresponding author).

2. Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

3. Professor and Associate Dean for Research, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000767

Reference30 articles.

1. Perturbation growth and localization in fluid-saturated inelastic porous media under quasi-static loadings

2. Compacting and dilating shear bands in porous rock: Theoretical and experimental conditions

3. Uniqueness and localization—I. Associative and non-associative elastoplasticity

4. Uniqueness and localization—II. Coupled elastoplasticity

5. Localization of deformation in plane elastic–plastic solids with anisotropic elasticity

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1. Modelling Pre- and Post-localisation Responses in Partially Saturated Soils;Lecture Notes in Civil Engineering;2024

2. Capturing the transition from diffuse to localised failure in constitutive modelling of partially saturated soils;International Journal of Plasticity;2023-12

3. Effects of stress histories and drainage conditions on inception of strain localization in unsaturated soils;Computers and Geotechnics;2023-04

4. The effect of hydro-mechanical coupling on the onset and orientation of localisation bands in partially saturated soils;International Journal of Plasticity;2023-03

5. Prediction of the Onset and Orientation of Shear Bands in Partially Saturated Soils Using a Coupled Hydro-Mechanical Model;Springer Series in Geomechanics and Geoengineering;2022-12-13

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