An accurate numerical integration scheme for solving structural problems in the presence of a ‘no tension’ material

DOI10.1016/0045-7949(94)90201-1zbMath0900.73939OpenAlexW2081861163MaRDI QIDQ3129638

Francesco Genna

Publication date: 30 March 1998

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(94)90201-1

Mathematics Subject Classification ID

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A linear complementarity formulation of rate-independent finite-strain elastoplasticity. Part I: Algorithm for numerical integration ⋮ A linear complementarity formulation of rate-independent finite-strain elastoplasticity. Part II: Calculation of bifurcation and limit points ⋮ An incremental elastic-plastic finite element solver in a workstation cluster environment. I: Formulations and parallel processing ⋮ A complementary energy formulation of no tension masonry-like solids

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