On lateral buckling of end-loaded cantilevers, including the effect of warping stiffness

DOI10.1007/BF00282135zbMATH Open0614.73049MaRDI QIDQ1819996

Could not fetch data.

Publication date: 1987

Published in: Computational Mechanics (Search for Journal in Brave)

zbMATH Keywords

principle of minimum potential energyasymptotic expansionpower serieslateral bucklingone-dimensional equationsstraight beamssmall finite deflectionsclassical Michell- Prandtl-analysiseffect of warping stiffnessendloaded cantileversthree-dimensional finite elasticitytransverse shearing strain

Mathematics Subject Classification ID

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

Related Items (2)

On lateral-torsional buckling of discrete elastic systems: a nonlocal approach ⋮ On a variational analysis of finite deformations of prismatical beams and on the effect of warping stiffness on buckling loads

Uses Software

• COLSYS

Recommendations

• Title not available (Why is that?) 👍 👎
• Title not available (Why is that?) 👍 👎
• On lateral buckling of a slender cantilever beam 👍 👎
• On a variational analysis of finite deformations of prismatical beams and on the effect of warping stiffness on buckling loads 👍 👎
• On buckling of crosswise rigid elastic cantilever plates 👍 👎
• Lateral buckling of a cantilever beam with imperfections 👍 👎
• Effects of warping variation on the evaluation of axial and shear stresses in straight beams subject to flexure 👍 👎
• Post-buckling of a cantilever rod with variable cross-sections under combined load 👍 👎
• Buckling of short beams with warping effect included 👍 👎

This page was built for publication: On lateral buckling of end-loaded cantilevers, including the effect of warping stiffness

Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q1819996)