A three‐invariant smooth cap model with mixed hardening

DOI10.1002/NAG.1610181002zbMath0810.73054OpenAlexW2044600524MaRDI QIDQ4319481

Leonard E. Schwer, Yvonne D. Murray

Publication date: 11 January 1995

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.1610181002

zbMATH Keywords

failure surfacethird stress invariantmultiplicative formulation

Mathematics Subject Classification ID

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

Related Items (4)

A gradient enhanced plasticity-damage microplane model for concrete ⋮ A comprehensive implicit substepping integration scheme for multisurface plasticity ⋮ A fully implicit and consistent finite element framework for modeling reservoir compaction with large deformation and nonlinear flow model. I: Theory and formulation ⋮ Generic strength model for dry jointed rock masses

Uses Software

• DYNA3D

Cites Work

• On Prager's hardening rule
• A general basis for yield, failure and potential functions in plasticity

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