A plasticity model and algorithm for mode‐I cracking in concrete

DOI10.1002/nme.1620381503zbMath0847.73014OpenAlexW1992116886MaRDI QIDQ4859298

Peter H. Feenstra, René de Borst

Publication date: 7 January 1996

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

Full work available at URL: https://research.tue.nl/nl/publications/15399346-310a-4677-a7d4-0458b6345d76

zbMATH Keywords

Kuhn-Tucker conditionyield functionback stressEuler algorithmtotal deformation theorygeneralized Prager kinematic hardening ruleincremental flow theoryinelastic multiplierisotropic and kinematic hardening/softeningRankine yield locus

Mathematics Subject Classification ID

Related Items (5)

Assumed enhanced strain and the extended finite element methods: a unification of concepts ⋮ An embedded strong discontinuity model for cracking of plain concrete ⋮ The simulation of crack opening-closing and aggregate interlock behaviour in finite element concrete models ⋮ A geometric nonlinear triangular finite element with an embedded discontinuity for the simulation of quasi-brittle fracture ⋮ Strong discontinuity embedded approach with standard SOS formulation: element formulation, energy-based crack-tracking strategy, and validations

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