Non-coaxial elasto-plasticity model and bifurcation prediction of shear banding in sands

DOI10.1002/NAG.838zbMath1273.74244OpenAlexW2085634534MaRDI QIDQ2854885

Jiangu Qian, Maosong Huang, Xilin Lu

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.838

zbMATH Keywords

sandbifurcationshear bandnon-coaxial elasto-plasticity modeltrue triaxial tests

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Bifurcation and buckling (74G60) Soil and rock mechanics (74L10)

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Cites Work

• A non-coaxial critical state soil model and its application to simple shear simulations
• On a class of non-coaxial plasticity models for granular soils
• Elastoplastic constitutive equation with tangential stress rate effect

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