A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling of elastically restrained beams with web distortions
AbstractAn energy method is developed for studying the distortional buckling of monosymmetric I-section beams subjected to elastic restraints. The buckling solution is developed in terms of an eigenproblem for four by four symmetric matrices. The distortional buckling of monosymmetric I-beams with translational, minor axis rotational and twisting restraint applied to the smaller tension flange is considered, and the solutions are compared with predictions which assume non-distortion of the cross-section.
Buckling of elastically restrained beams with web distortions
AbstractAn energy method is developed for studying the distortional buckling of monosymmetric I-section beams subjected to elastic restraints. The buckling solution is developed in terms of an eigenproblem for four by four symmetric matrices. The distortional buckling of monosymmetric I-beams with translational, minor axis rotational and twisting restraint applied to the smaller tension flange is considered, and the solutions are compared with predictions which assume non-distortion of the cross-section.
Buckling of elastically restrained beams with web distortions
Bradford, M.A. (author)
Thin-Walled Structures ; 6 ; 287-304
1988-01-19
18 pages
Article (Journal)
Electronic Resource
English
Lateral Buckling of Elastically End-Restrained I-Beams
| ASCE | 2021
Lateral buckling of elastically end-restrained I beams
| Engineering Index Backfile | 1955
Buckling of elastically restrained columns
| Engineering Index Backfile | 1965
Distortional buckling of elastically restrained cantilevers
| Online Contents | 1998