Algorithmic issues for three-invariant hyperplastic critical state models

DOI10.1016/j.cma.2011.03.019zbMath1230.74050OpenAlexW2061626402MaRDI QIDQ660210

Roger S. Crouch, William M. Coombs

Publication date: 1 February 2012

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: http://dro.dur.ac.uk/9817/1/9817.pdf

zbMATH Keywords

hyperplasticitygeomaterialsconsistent tangentfinite deformation mechanicsbackward Euler stress integration

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Soil and rock mechanics (74L10)

Related Items (4)

NURBS plasticity: yield surface representation and implicit stress integration for isotropic inelasticity ⋮ NURBS plasticity: non-associated plastic flow ⋮ A flexible and robust yield function for geomaterials ⋮ NURBS plasticity: yield surface evolution and implicit stress integration for isotropic hardening

Uses Software

• Healpix
• HYPLAS

Cites Work

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• HYPLAS
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• Application of thermomechanical principles to the modelling of geotechnical materials
• A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests
• Fundamentals of kinematic hardening hyperplasticity
• A thermomechanical framework for rate-independent dissipative materials with internal functions

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