An implicit algorithm using explicit correctors for the kinematic hardening model with multiple back stresses

DOI10.1002/nme.111zbMath0971.74075OpenAlexW2120893467WikidataQ58538677 ScholiaQ58538677MaRDI QIDQ2712704

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Publication date: 20 August 2001

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.111

zbMATH Keywords

finite element code ABAQUSimplicit integration algorithmmultiple back stressesnonlinear kinematic hardening models

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)

Related Items (4)

A rigorous bound on error in backward-difference elastoplastic time-integration. ⋮ On the theoretical and numerical modelling of Armstrong-Frederick kinematic hardening in the finite strain regime. ⋮ Implicit numerical integration of a three-invariant, isotropic/kinematic hardening cap plasticity model for geomaterials ⋮ A return mapping algorithm for cyclic viscoplastic constitutive models

Uses Software

• ABAQUS

Cites Work

• Time-independent constitutive theories for cyclic plasticity
• Integration methods for complex plastic constitutive equations
• Stress computation and consistent tangent operator using non‐linear kinematic hardening models
• Fully implicit integration and consistent tangent modulus in elasto‐plasticity
• A generalized elastoplastic plate theory and its algorithmic implementation
• Numerical implementation and analysis of a class of metal plasticity models coupled with ductile damage

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