An evaluation of substepping and implicit stress point algorithms

DOI10.1016/0045-7825(94)90094-9zbMath0852.73068OpenAlexW1997578307MaRDI QIDQ1913198

D. Ganendra, D. M. Potts

Publication date: 11 July 1996

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

Full work available at URL: https://doi.org/10.1016/0045-7825(94)90094-9

zbMATH Keywords

error controlimplicit return algorithmstrain hardening/softening modified Cam clay constitutive modelsubstepping method

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

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Cites Work

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• Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor
• An evaluation of substepping and implicit stress point algorithms
• Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations
• The effect of the plastic potential in boundary value problems involving plane strain deformation
• An analysis of a new class of integration algorithms for elastoplastic constitutive relations
• Substepping schemes for the numerical integration of elastoplastic stress–strain relations
• Efficient elastic-plastic finite element analysis with higher order stress-point algorithms

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