Stability analysis of structures via a new complementary energy method

DOI10.1016/0045-7949(81)90104-8zbMath0455.73041OpenAlexW2031287687MaRDI QIDQ3904132

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Publication date: 1981

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

Full work available at URL: https://doi.org/10.1016/0045-7949(81)90104-8

zbMATH Keywords

finite deformationscomplementary energy principleelasticaassociated hybrid- mixed finite element methodfinite- displacements of transversely loaded beampost-buckling of column

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60) Variational principles of physics (49S05)

Related Items (3)

Stability and postbuckling analysis of nonlinear structures ⋮ A hybrid-mixed finite element formulation for the geometrically exact analysis of three-dimensional framed structures ⋮ Analysis of large quasistatic deformations of inelastic bodies by a new hybrid-stress finite element algorithm

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