Three-dimensional constitutive equations for rigid/perfectly plastic granular materials

DOI10.1017/S0305004100069024zbMath0704.73029MaRDI QIDQ3484428

No author found.

Publication date: 1990

Published in: Mathematical Proceedings of the Cambridge Philosophical Society (Search for Journal in Brave)

zbMATH Keywords

Cauchy stress tensorscalar functionsscalar invariantsdouble-shearing modelco-rotational rate of the Cauchy stressisotropic rigid/perfectly plastic granular materialstrain-rate tensor

Mathematics Subject Classification ID

Plastic materials, materials of stress-rate and internal-variable type (74C99) Theory of constitutive functions in solid mechanics (74A20)

Related Items (5)

Flow of pressure-dependent plastic material between two rough conical walls ⋮ Effect of the shape of pressure-dependent yield surfaces on solution behaviour near frictional interfaces ⋮ Plasticity models for soil, granular and jointed rock materials ⋮ Unnamed Item ⋮ Constitutive equations for planar deformations of rigid-plastic materials

Cites Work

• Unnamed Item
• Initial planar deformation of dilatant granular materials
• On the numerical integration of the stress equilibrium equations governing the ideal plastic plane deformation of a granular material
• Plane deformations of ideal granular materials
• A theory of the kinematics of ideal soils under plane strain conditions

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