Finite element analysis of stability of thin-walled beams of open section

DOI10.1016/0020-7403(88)90098-7zbMath0671.73041OpenAlexW2082343563MaRDI QIDQ1119422

D. Zaccaria, Ferdinando Laudiero

Publication date: 1988

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7403(88)90098-7

zbMATH Keywords

linear eigenvalue problemtorquegeometric effects(curved) open sectionCubic Hermite shape functionsdisplacement field interpolationdistribution of conservative static loadselastic straight thin-walled beamsFlexural-extensional and torsional-extensional coupling

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 (5)

A finite element model for linear viscoelastic behaviour of pultruded thin-walled beams under general loadings ⋮ Flexural-torsional postbuckling analysis of beams of arbitrary cross-section ⋮ Thermal Buckling Analysis of Axially Loaded Columns of Thin-Walled Open Section with Nonuniform Sectional Properties ⋮ Unnamed Item ⋮ Lateral buckling analysis of beams of arbitrary cross section by BEM

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