On the lateral buckling of uniform slender cantilever beams
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Publication:1223186
DOI10.1016/0020-7683(75)90056-6zbMath0321.73031OpenAlexW2033794261MaRDI QIDQ1223186
Dewey H. Hodges, David A. Peters
Publication date: 1975
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0020-7683(75)90056-6
Related Items (10)
Three-dimensional finite rotations treatment based on a minimal set parameterization and vector space operations in beam elements ⋮ Flexural-torsional buckling analysis of composite beams by BEM including shear deformation effect ⋮ Nonlinear spatial bending of shear-deformable curvilinear rods ⋮ Evaluation of simple bifurcation points and post-critical path in large finite rotation problems ⋮ Post-Buckling Behavior of Nonlinear Elastic Beams and Three-Dimensional Frames Using the Theory of a Cosserat Point ⋮ On lateral buckling of end-loaded cantilever beams ⋮ LATERAL-TORSIONAL BUCKLING OF BEAMS UNDER COMBINED LOADING: A REAPPRAISAL OF PAPKOVITCH–SCHAEFER THEOREM ⋮ AN ANALYTICAL STUDY ON THE LATERAL-TORSIONAL BUCKLING OF LINEARLY TAPERED CANTILEVER STRIP BEAMS ⋮ On some problems of buckling of prismatical beams under the influence of axial and transverse loads ⋮ Small strain deformations of elastic beams and rods including large deflections
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