On a class of non-coaxial plasticity models for granular soils

DOI10.1098/rspa.2005.1590zbMath1149.74324OpenAlexW2158092067MaRDI QIDQ3503281

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Publication date: 22 May 2008

Published in: Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1098/rspa.2005.1590

zbMATH Keywords

simple shearstress-strain relationgranular soilsnon-coaxial plasticitydouble shearing theory

Mathematics Subject Classification ID

Granularity (74E20) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (4)

A coupled FEM/DEM approach for hierarchical multiscale modelling of granular media ⋮ Frame indifferent elastoplasticity of frictional materials at finite strain ⋮ The role of a realistic volume constraint in modelling a two-dimensional granular assembly ⋮ Non-coaxial elasto-plasticity model and bifurcation prediction of shear banding in sands

Uses Software

• ABAQUS

Cites Work

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• General non-proportional loading behavior of soils
• Substepping schemes for the numerical integration of elastoplastic stress–strain relations
• A Micromechanical Description of Granular Material Behavior
• Performance of displacement finite elements for modelling incompressible materials
• A unified formulation for plasticity models of granular and other materials

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