Some fundamental aspects of the continuumization problem in granular media

DOI10.1007/s10665-004-2117-2zbMath1080.74019OpenAlexW4241433124MaRDI QIDQ2583239

John F. Peters

Publication date: 13 January 2006

Published in: Journal of Engineering Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10665-004-2117-2

zbMATH Keywords

homogenizationtruncated strain measures

Mathematics Subject Classification ID

Granularity (74E20) Granular flows (76T25)

Related Items (1)

Continuum modeling of periodic brickwork

Cites Work

• Constitutive relation for a particulate medium with the effect of particle rotation
• Statics and kinematics of discrete Cosserat-type granular materials.
• The asymmetry of stress in granular media
• Ill-posedness of the initial and boundary value problems in non-associative plasticity
• Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes.
• An endochronic plasticity theory with shear‐volumetric coupling
• Pressure-dependent elastic moduli of granular assemblies

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