Double shearing and double rotation: a generalisation of the plastic potential model in the mechanics of granular materials

DOI10.1016/J.IJENGSCI.2008.12.005zbMath1213.74064OpenAlexW1998731018MaRDI QIDQ540983

Yong-Cai Geng, Sumit K. Garg

Publication date: 4 June 2011

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijengsci.2008.12.005

zbMATH Keywords

Cosserat continuumhyperbolicplastic potentialwell posedill posedrigid-plasticdouble shearing

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Granularity (74E20) Dynamical problems in solid mechanics (74H99)

Related Items (1)

Surface of discontinuity in anisotropic reduced Cosserat continuum: uniqueness theorem for dynamic problems with discontinuities

Cites Work

• Plane strain characteristics theory for soils and granular materials with density dependent yield criteria
• Initial planar deformation of dilatant granular materials
• A theory of the kinematics of ideal soils under plane strain conditions
• A hyperbolic well-posed model for the flow of granular materials
• Soil mechanics and plastic analysis or limit design
• Ill- and well-posed models of granular flow
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