Implicit numerical integration for a kinematic hardening soil plasticity model

DOI10.1002/nag.179zbMath1112.74538OpenAlexW2141578760MaRDI QIDQ4330486

D. Muir Wood, M. Rouainia

Publication date: 2001

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.179

zbMATH Keywords

plasticitykinematic hardeningconsistent tangent operatorreturn mappingconstitutive models

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (6)

Implicit integration of plasticity models for granular materials. ⋮ Implicit numerical integration of a three-invariant, isotropic/kinematic hardening cap plasticity model for geomaterials ⋮ A generalized midpoint algorithm for the integration of a generalized plasticity model for sands ⋮ Explicit Runge-Kutta methods for the integration of rate-type constitutive equations ⋮ Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction ⋮ Implicit integration of a mixed isotropic–kinematic hardening plasticity model for structured clays

Cites Work

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• Consistent tangent operators for rate-independent elastoplasticity
• Subloading surface model in unconventional plasticity
• Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
• Automatic step size correction for non-associated plasticity problems
• An analysis of a new class of integration algorithms for elastoplastic constitutive relations
• Implicit integration of elastoplastic relations with reference to soils
• Substepping schemes for the numerical integration of elastoplastic stress–strain relations
• Mathematical modelling of monotonic and cyclic undrained clay behaviour
• On implicit integration of bounding surface plasticity models
• On the linear relations of V–ln p and ln v–ln p for isotropic consolidation of soils
• A kinematic hardening constitutive model for sands: the multiaxial formulation

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