Constitutive equations for planar deformations of rigid-plastic materials

DOI10.1016/0022-5096(93)90038-HzbMath0783.73020OpenAlexW2090228465MaRDI QIDQ1310327

V. Pereyra

Publication date: 13 March 1994

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0022-5096(93)90038-h

zbMATH Keywords

Cauchy stressplastic potentialinternal frictiondilatancydouble-shearing modelsMohr-Coulomb yield conditionquasilinear relationship

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 (7)

Unnamed Item ⋮ A finite element method for granular flow through a frictional boundary ⋮ A hyperbolic augmented elasto-plastic model for pressure-dependent yield ⋮ A numerical method for determining the strain rate intensity factor under plane strain conditions ⋮ Gravity flow of granular materials in contracting cylinders and tapered tubes ⋮ Geometry of plane strain characteristic fields in pressure-dependent plasticity ⋮ A non-coaxial and unbalanced plastic flow rule for geomaterials and its application to the shear band orientation prediction

Cites Work

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• Initial planar deformation of dilatant granular materials
• Plasticity models for soil, granular and jointed rock materials
• Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
• Plane deformations of ideal granular materials
• A theory of the kinematics of ideal soils under plane strain conditions
• Three-dimensional constitutive equations for rigid/perfectly plastic granular materials

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