Lateral buckling analysis of beams of arbitrary cross section by BEM

DOI10.1007/s00466-009-0416-1zbMath1398.74124OpenAlexW2002645345MaRDI QIDQ1041489

John Andrew Dourakopoulos, Evangelos J. Sapountzakis

Publication date: 2 December 2009

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-009-0416-1

zbMATH Keywords

boundary element methodshear centerlateral bucklingtransverse loadingflexural-torsional buckling

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Boundary element methods applied to problems in solid mechanics (74S15) Bifurcation and buckling (74G60)

Related Items (3)

Nonlinear performance of continuum mechanics based beam elements focusing on large twisting behaviors ⋮ Lateral-torsional buckling of simply supported beams under uniform bending and axial tensile force ⋮ Explicit analytical solutions for arbitrarily laminated composite beams with coupled stretching-bending and transverse shear deformation

Cites Work

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• A consistent approach to linear stability of thin-walled beams of open section
• Finite element analysis of stability of thin-walled beams of open section
• Analysis of plates reinforced with beams.
• Lateral buckling analysis of beams by the fem
• The analog equation method: A boundary-only integral equation method for nonlinear static and dynamic problems in general bodies
• Finite element method applied to the problem of stability of a non‐conservative system
• Finite element analysis of torsional and torsional–flexural stability problems

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