Rotational kinematic hardening model for three-dimensional stress reversals in sand

DOI10.1002/nag.754zbMath1273.74260OpenAlexW2052074472MaRDI QIDQ2856364

Jerry A. Yamamuro, Poul V. Lade, Suresh K. Gutta

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.754

zbMATH Keywords

sandconstitutive modelprincipal stress spaceplastic strainslarge stress reversalsrotational kinematic hardening

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (2)

Developing elasto-plastic models without establishing any expression for the yield function ⋮ Predictions of large stress reversals in true triaxial tests on cross-anisotropic sand

Cites Work

• Single hardening constitutive model for soil, rock and concrete
• Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
• Predictions of large stress reversals in true triaxial tests on cross-anisotropic sand

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