On some problems of buckling of prismatical beams under the influence of axial and transverse loads
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Publication:799150
DOI10.1007/BF00948808zbMath0547.73031MaRDI QIDQ799150
Publication date: 1983
Published in: ZAMP. Zeitschrift für angewandte Mathematik und Physik (Search for Journal in Brave)
cantilever beamsbending momentaxial forcelateral bucklingtransverse end forcewarping stiffnesshigher-order pre-buckling stress momentnon- coincidence of centroid and shear centerpre-buckling deformationprismatical beamssystem of one-dimensional equationstransverse shear deformability
Related Items (2)
Post-Buckling Behavior of Nonlinear Elastic Beams and Three-Dimensional Frames Using the Theory of a Cosserat Point ⋮ On a variational analysis of finite deformations of prismatical beams and on the effect of warping stiffness on buckling loads
Cites Work
- On a simple variational analysis of small finite deformations of prismatical beams
- On the effect of shear center location on the values of axial and lateral cantilever buckling loads for singly symmetric cross-section beams
- On the lateral buckling of uniform slender cantilever beams
- On lateral buckling of end-loaded cantilever beams
- Arguments for and against Engesser's buckling formulas
- Some remarks on the problem of column buckling
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