Buckling and initial post-buckling behavior of thin-walled I columns

DOI10.1016/0045-7949(80)90055-3zbMath0453.73051OpenAlexW1985998971MaRDI QIDQ3901092

Czesław Szymczak

Publication date: 1980

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

Full work available at URL: https://doi.org/10.1016/0045-7949(80)90055-3

zbMATH Keywords

perturbation approachtorsional bucklingpoint of bifurcationaxially compressed thin-walled I columnsinitial post-buckling equilibrium pathslarge angle of twiststate of strainsymmetric and stable

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (3)

Flexural-torsional postbuckling analysis of beams of arbitrary cross-section ⋮ Shear deformable bars of doubly symmetrical cross section under nonlinear nonuniform torsional vibrations-application to torsional postbuckling configurations and primary resonance excitations ⋮ Torsional buckling and post-buckling of columns made of aluminium alloy

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