^ Distortional Buckling of Cold-formed Steel Sections Subjected To Uniformly Distributed Transverse Loading | Structurae
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Distortional Buckling of Cold-formed Steel Sections Subjected To Uniformly Distributed Transverse Loading

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 5, v. 10
Page(s): 1017-1030
DOI: 10.1142/s0219455410003877
Abstract:

This paper presents an investigation on the influence of stress gradient on the elastic critical stress of distortional buckling of cold-formed steel sections supporting wall sheeting or roof cladding in buildings. The critical stress of distortional buckling of cold-formed steel section beams subjected to a uniformly distributed transverse loading is calculated using the model proposed recently by Li and Chen. The sections investigated in the paper include channel, zed, and sigma sections. Numerical examples are provided that highlight the influence of stress gradient, section dimensions, and sheeting lateral restraints on the critical stress of distortional buckling.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455410003877.
  • About this
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  • Reference-ID
    10352996
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019