Nonlinear finite element analysis of no-tension masonry structures
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Publication:1905462
DOI10.1007/BF00987218zbMath0836.73069MaRDI QIDQ1905462
Publication date: 10 January 1996
Published in: Meccanica (Search for Journal in Brave)
constitutive relationsintegration algorithmelastoplastic materialaccuracy analysisplane stress conditionscracking lawsrate-independent associated flow laws
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
Related Items (1)
Cites Work
- Constitutive equations for no-tension materials
- Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
- Studies in anisotropic plasticity with reference to the Hill criterion
- Symmetry-preserving return mapping algorithms and incrementally extremal paths: A unification of concepts
- Accuracy and stability of integration algorithms for elastoplastic constitutive relations
- Studies on generalized midpoint integration in rate-independent plasticity with reference to plane stress J2-flow theory
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