Boundary effects on behaviour of granular material during plane strain compression

DOI10.1016/j.euromechsol.2009.07.004zbMath1480.74047OpenAlexW2073092631MaRDI QIDQ2034248

J. Tejchman, Wei Wu

Publication date: 21 June 2021

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2009.07.004

zbMATH Keywords

finite element methodshear localizationnon-coaxialitysand modelvoid ratiomicro-polar hypoplasticityboundary roughness

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Granularity (74E20) Soil and rock mechanics (74L10)

Cites Work

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• Seismo-hypoplasticity with a granular temperature
• Non-coaxiality and stress-dilatancy rule in granular materials: FE investigation within micro-polar hypoplasticity
• A hypoplastic constitutive model for clays
• Shear band inclination and shear modulus of sand in biaxial tests
• Energy dissipation and post‐bifurcation behaviour of granular soils

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