On lateral buckling of a slender cantilever beam

DOI10.1016/0020-7683(94)00224-KzbMath0869.73028MaRDI QIDQ675563

Branko M. Milisavljevic

Publication date: 4 September 1997

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

zbMATH Keywords

bifurcationLyapunov-Schmidt methodaxial forceimperfectionsuniformly distributed loadbranching equationDunkerley's straight interaction line

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (2)

Flexural-torsional buckling analysis of composite beams by BEM including shear deformation effect ⋮ LATERAL-TORSIONAL BUCKLING OF BEAMS UNDER COMBINED LOADING: A REAPPRAISAL OF PAPKOVITCH–SCHAEFER THEOREM

This page was built for publication: On lateral buckling of a slender cantilever beam