Exact integration of constitutive equations in elasto‐plasticity

DOI10.1002/nme.1620361503zbMath0780.73087OpenAlexW1982773935MaRDI QIDQ4271494

Johan Tryding, Ristinmaa, Matti

Publication date: 10 December 1993

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.1620361503

zbMATH Keywords

combined kinematic and isotropic hardeningMohr-Coulomb and Tresca materialstotal strain-rate directionvon Mises' material

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (14)

Assessments of methods for locating the point of initial yield ⋮ Algorithmic tangent stiffness in elastoplasticity and elastoviscoplasticity: a geometric insight ⋮ Exponential-based integration for Bigoni-Piccolroaz plasticity model ⋮ Accurate and approximate integrations of Drucker-Prager plasticity with linear isotropic and kinematic hardening ⋮ A novel formulation for integrating nonlinear kinematic hardening Drucker-Prager's yield condition ⋮ A semi-analytical integration method for \(J_2\) flow theory of plasticity with linear isotropic hardening ⋮ Unnamed Item ⋮ Computational plasticity of mixed hardening pressure-dependency constitutive equations ⋮ Accurate stress updating algorithm based on constant strain rate assumption ⋮ On a new integration scheme for von-Mises plasticity with linear hardening ⋮ Computational methods for elastoplasticity: an overview of conventional and \textit{less-conventional} approaches ⋮ Stress-update algorithms for Bigoni-Piccolroaz yield criterion coupled with a generalized function of kinematic hardening laws ⋮ Exact integration of the von Mises elastoplasticity model with combined linear isotropic-kinematic hardening ⋮ An alternative method for the integration of continuum damage evolution laws

This page was built for publication: Exact integration of constitutive equations in elasto‐plasticity