Flexural-torsional buckling analysis of composite beams by BEM including shear deformation effect

DOI10.1016/J.MECHRESCOM.2008.06.007zbMath1258.74082OpenAlexW2074995498MaRDI QIDQ1939822

John Andrew Dourakopoulos, Evangelos J. Sapountzakis

Publication date: 5 March 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mechrescom.2008.06.007

zbMATH Keywords

Timoshenko beamshear deformationboundary element methodbarcomposite beamtwistwarpingflexuralnonuniform torsionflexural-torsional buckling

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Boundary element methods applied to problems in solid mechanics (74S15) Composite and mixture properties (74E30) Bifurcation and buckling (74G60)

Related Items (2)

Shear deformable bars of doubly symmetrical cross section under nonlinear nonuniform torsional vibrations-application to torsional postbuckling configurations and primary resonance excitations ⋮ A higher order shear deformation approach to the local buckling behavior of moderately thick composite laminated beams

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