Implicit integration of plasticity models for granular materials.

DOI10.1016/S0045-7825(03)00354-2zbMath1054.74554MaRDI QIDQ1420932

Aylin Ahadi, Steen Krenk

Publication date: 23 January 2004

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

zbMATH Keywords

Large strainsGranular materialsFE implementationFooting analysisIntegration algorithm

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Granularity (74E20)

Related Items (2)

A non-associated constitutive model with mixed iso-kinematic hardening for finite element simulation of sheet metal forming ⋮ Implicit stress-update algorithm for isotropic Cam-clay model based on the subloading surface concept at finite strains

Uses Software

• ABAQUS

Cites Work

• Consistent tangent operators for rate-independent elastoplasticity
• Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
• Integration methods for complex plastic constitutive equations
• Characteristic state plasticity for granular materials. I: Basic theory
• Characteristic state plasticity for granular materials. II: Model calibration and results
• An implicit integration algorithm for the finite element implementation of a nonlinear anisotropic material model including hysteretic nonlinearity
• Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations
• Accuracy and stability of integration algorithms for elastoplastic constitutive relations
• An analysis of a new class of integration algorithms for elastoplastic constitutive relations
• Fully implicit integration and consistent tangent modulus in elasto‐plasticity
• Implicit numerical integration for a kinematic hardening soil plasticity model
• Solution procedures for \(J_3\) plasticity and viscoplasticity

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