Single hardening constitutive model for soil, rock and concrete

DOI10.1016/0020-7683(94)00247-TzbMath0874.73059OpenAlexW1976778210MaRDI QIDQ675521

Poul V. Lade, Moon-Kak Kim

Publication date: 9 November 1997

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(94)00247-t

zbMATH Keywords

failure criterionconcrete under three-dimensional loadingfrictional materialsnonassociated flow rulesand in undrained triaxial compressionsingle yield surfacestress invariantswork-hardening/softening law

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

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A three-invariant cap model with isotropic-kinematic hardening rule and associated plasticity for granular materials ⋮ Constitutive modeling of brittle-ductile transition in porous rocks: formulation, identification and simulation ⋮ A 3D bounding surface model for rockfill materials ⋮ A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials ⋮ Rotational kinematic hardening model for three-dimensional stress reversals in sand ⋮ Two non-associated isotropic elastoplastic hardening models for frictional materials

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