An implicit incrementally objective formulation for the solution of elastoplastic problems at finite strain by the F.E.M.
DOI10.1016/0045-7949(86)90292-0zbMath0604.73045OpenAlexW2042326772MaRDI QIDQ3741190
M. Abouaf, J. L. Chenot, H. J. Braudel
Publication date: 1986
Published in: Computers & Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7949(86)90292-0
principle of virtual workvon Mises criterionpath independencenodal displacementswork-hardeningapproximate time integrationset of nonlinear equationsinitial stress methodquasi Newton-Raphson methodimplicit incremental flow ruleincremental updated Lagrange procedureminimizes the equivalent strainobjective rate constitutive equations
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Related Items (4)
This page was built for publication: An implicit incrementally objective formulation for the solution of elastoplastic problems at finite strain by the F.E.M.