LATERAL-TORSIONAL BUCKLING OF BEAMS UNDER COMBINED LOADING: A REAPPRAISAL OF PAPKOVITCH–SCHAEFER THEOREM

DOI10.1142/S0219455407002186zbMath1205.74085MaRDI QIDQ3074896

Noël Challamel

Publication date: 10 February 2011

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

approximation methodsconvexitylateral-torsional bucklingconservative systemscombined loadingRayleigh's quotientmultiparameter stability theory

Mathematics Subject Classification ID

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

Related Items (3)

BUCKLING OF COMPOSITE NONLOCAL OR GRADIENT CONNECTED BEAMS ⋮ A regularization study of some softening beam problems with an implicit gradient plasticity model ⋮ OPTIMAL SHAPE OF A HEAVY ELASTIC ROD LOADED WITH A TIP-CONCENTRATED FORCE AGAINST LATERAL BUCKLING

Cites Work

• Unnamed Item
• On lateral buckling of a slender cantilever beam
• Lateral buckling of a cantilever beam with imperfections
• On the lateral buckling of uniform slender cantilever beams
• Postbuckling Analysis of Continuous, Elastic Systems Under Multiple Loads—Part 1: Theory
• Elastic flexural–torsional buckling of structures by computer
• THE FLEXURAL-TORSIONAL BUCKLING OF MEMBERS OF SYMMETRICAL I-SECTION UNDER COMBINED THRUST AND UNEQUAL TERMINAL MOMENTS

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