On the effect of shear center location on the values of axial and lateral cantilever buckling loads for singly symmetric cross-section beams

DOI10.1007/BF00946747zbMath0462.73025MaRDI QIDQ1152972

Eric Reissner

Publication date: 1981

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

zbMATH Keywords

deformationscross sectional forcescross-sectional momentseffect of cross-sectional shear center locationgeneralization of Kirchhoff's beam equationsvalues of Euler and Michell-Prandtl buckling loads

Mathematics Subject Classification ID

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

Related Items (1)

On some problems of buckling of prismatical beams under the influence of axial and transverse loads

Cites Work

• On lateral buckling of end-loaded cantilever beams
• On One‐Dimensional Large‐Displacement Finite‐Strain Beam Theory

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