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- W4235872510 abstract "Structural members buckle due to bending but instability can also occur due to torsion alone or by a combined torsion-flexure mode. Pure torsion buckling occurs in sections having two axes of symmetry where centroidal and shear center axes coincide. In these sections only St. Venant's shear stresses develop. In other sections combined torsion-flexure buckling occurs. Non-uniform torsion of thin walled open sections is discussed where axial compression and tension stresses develop in addition to the shear stresses due to warping of the cross-sections. Various thin wall section columns considered with different end conditions and subjected to different types of load to find torsion, and torsion flexure critical forces. Energy method is used to derive equations and solve torsional flexure cases of instability. Lateral buckling phenomenon for narrow rectangular and I section beams is studied to find lateral buckling load for beams having different end conditions and loads. Energy method is also used to solve lateral buckling problems. Various tables and graphs are drawn to give stiffness versus lateral buckling critical load. Design of beams is illustrated by solving problems to prevent torsional and lateral buckling. Similarity of the AISC equations and derived equations is shown. There are seven practice problems and fourteen references at the end of the chapter." @default.
- W4235872510 created "2022-05-12" @default.
- W4235872510 date "2020-12-15" @default.
- W4235872510 modified "2023-10-17" @default.
- W4235872510 title "Torsional Buckling and Lateral Buckling of Beams" @default.
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- W4235872510 doi "https://doi.org/10.1002/9781119694489.ch6" @default.
- W4235872510 hasPublicationYear "2020" @default.
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