Generalized mixed finite element model for pre‐ and post‐quasistatic buckling response of thin‐walled framed structures

DOI10.1002/nme.1620370208zbMath0798.73055OpenAlexW2007074527MaRDI QIDQ4293168

A. S. Gendy, A. F. Saleeb

Publication date: 3 November 1994

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

Full work available at URL: https://doi.org/10.1002/nme.1620370208

zbMATH Keywords

linearizationfinite rotationsupdated Lagrangian approachgeneralized-beam theoryincremental mixed variational principleload-correction matrices

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (5)

Co-rotational finite element formulation for thin-walled beams with generic open section ⋮ A consistent finite element formulation for linear buckling analysis of spatial beams ⋮ Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams ⋮ A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams ⋮ A corotational formulation for thin-walled beams with monosymmetric open section

Cites Work

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• Mixed finite element models for free vibrations of thin-walled beams

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