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Distortional buckling strength of elastically restrained monosymmetric I-beams
AbstractAn inelastic method of analysis of the distortional buckling of monosymmetric I-beams is augmented to include the effects of elastic restraints against translation, minor axis rotation, torsion and warping. The method is validated for problems for which inelastic, distortional and restraint solutions are known. A study is made of a monosymmetric beam with separate translational, rotational and torsional restraints, and conclusions are made regarding the strength of the beam when the cross-section is free to distort.
Distortional buckling strength of elastically restrained monosymmetric I-beams
AbstractAn inelastic method of analysis of the distortional buckling of monosymmetric I-beams is augmented to include the effects of elastic restraints against translation, minor axis rotation, torsion and warping. The method is validated for problems for which inelastic, distortional and restraint solutions are known. A study is made of a monosymmetric beam with separate translational, rotational and torsional restraints, and conclusions are made regarding the strength of the beam when the cross-section is free to distort.
Distortional buckling strength of elastically restrained monosymmetric I-beams
Bradford, M.A. (author)
Thin-Walled Structures ; 9 ; 339-350
1990-01-01
12 pages
Article (Journal)
Electronic Resource
English
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