Finite element analysis of two- and three-dimensional elasto-plastic frames - The natural approach

DOI10.1016/0045-7825(82)90135-9zbMath0492.73078OpenAlexW2065706187MaRDI QIDQ1168130

J. H. Argyris, B. Boni, Ulrich Hindenlang, Michal Kleiber

Publication date: 1982

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(82)90135-9

zbMATH Keywords

large deformationselasto-plastic framesnonlinear behaviourdifferent loading conditionsframe geometrieslimit state functionsnatural formulation in terms of generalised cross- sectional forcesstep by step analysis

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Software, source code, etc. for problems pertaining to mechanics of deformable solids (74-04)

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• Nonlinear finite element analysis of concrete structures

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