Interaction between critical torsional flexural and lip buckling in channel sections

Citation
Abb. Abu-sena et al., Interaction between critical torsional flexural and lip buckling in channel sections, J CONSTR ST, 57(8), 2001, pp. 925-944
Citations number
14
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
ISSN journal
0143974X → ACNP
Volume
57
Issue
8
Year of publication
2001
Pages
925 - 944
Database
ISI
SICI code
0143-974X(200108)57:8<925:IBCTFA>2.0.ZU;2-T
Abstract
The energy method is first used to find the critical stress for anti-symmet ric lip buckling, for any given half-wave length, including the preferred h alf-wave length. The energy method is then applied to describe the critical buckling interaction between the torsional-flexural and anti-symmetric lip modes, and its effect in reducing the critical buckling stress. The result s obtained by the energy solutions are validated by those obtained by finit e element eigenvalue analyses. This paper gives closed form equations which enable the interactive critical stress to be calculated for a member of gi ven geometry. Reductions of up to 24% in the smaller of the individual buck ling stresses have been found for the examples studied. A further paper wil l describe how the interactive critical stress can be incorporated in a des ign method for finding the resistance of the member. (C) 2001 Elsevier Scie nce Ltd. All rights reserved.