On lateral buckling of end-loaded cantilever beams

DOI10.1007/BF01597478zbMath0398.73037OpenAlexW2030228298MaRDI QIDQ1254132

Eric Reissner

Publication date: 1979

Published in: ZAMP. Zeitschrift für angewandte Mathematik und Physik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf01597478

zbMATH Keywords

Perturbation ExpansionBuckling of BeamsKirchHoff's Equations of EquilibriumShear Deformation

Mathematics Subject Classification ID

Bifurcation and buckling (74G60)

Related Items

Lateral buckling of a cantilever beam with imperfections ⋮ Flexural-torsional buckling analysis of composite beams by BEM including shear deformation effect ⋮ On the effect of shear center location on the values of axial and lateral cantilever buckling loads for singly symmetric cross-section beams ⋮ Post-Buckling Behavior of Nonlinear Elastic Beams and Three-Dimensional Frames Using the Theory of a Cosserat Point ⋮ Large lateral buckling of nonlinearity elastic beams ⋮ On axial and lateral buckling of end-loaded anisotropic cantilever beams ⋮ On some problems of buckling of prismatical beams under the influence of axial and transverse loads

Cites Work

• On the lateral buckling of uniform slender cantilever beams
• On One‐Dimensional Large‐Displacement Finite‐Strain Beam Theory