On a variational analysis of finite deformations of prismatical beams and on the effect of warping stiffness on buckling loads

DOI10.1007/BF00947936zbMath0553.73029MaRDI QIDQ759517

Eric Reissner

Publication date: 1984

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

zbMATH Keywords

axial forcelateral bucklingdoubly symmetric cantilever beamsend momentsystem of approximate nonlinear relationstransverse end forcewarping stiffness

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)

Related Items (3)

On lateral-torsional buckling of discrete elastic systems: a nonlocal approach ⋮ Effect of warping shape on buckling of circular and rectangular columns under axial compression ⋮ Post-Buckling Behavior of Nonlinear Elastic Beams and Three-Dimensional Frames Using the Theory of a Cosserat Point

Cites Work

• On some problems of buckling of prismatical beams under the influence of axial and transverse loads
• On a simple variational analysis of small finite deformations of prismatical beams

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