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New design curves for LT and TF buckling with consistent derivation and code-conform formulation

Author(s):

Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 3, v. 3
Page(s): 176-186
DOI: 10.1002/stco.201010025
Abstract:

Whereas the European column buckling curves are generally well accepted, the buckling curves given in Eurocode 3-1-1 for lateral-torsional (LT) and torsional-flexural (TF) buckling are still under discussion. This situation stems from the fact that the latter have not been developed with the same broad consensus as the column buckling curves, but had to be provided for the publication of the Eurocode in a rather short time. In the meantime, further research has achieved, on the one hand, a much deeper understanding of the mechanical behaviour and, on the other, a better approach for an appropriate design formulation for member buckling cases in conformity with the code. This paper reports on current developments in new design LT and TF buckling curves that are fully consistent with the background and methodology of the European column buckling curves.

Keywords:
stability Eurocode lateral-torsional buckling torsional-flexural buckling Ayrton-Perry
Available from: Refer to publisher
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: 10.1002/stco.201010025.
  • About this
    data sheet
  • Reference-ID
    10058211
  • Published on:
    15/11/2010
  • Last updated on:
    13/08/2014
 
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