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Buckling of stiffeners for stainless steel trapezoidal sheeting

Author(s):



Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 4, v. 3
Page(s): 225-230
DOI: 10.1002/stco.201010029
Abstract:

The calculation of the loadbearing capacity of thin-walled structures, including trapezoidal sheeting, normally follows the procedures of EN 1993-1-3 and similar codes. EN 1993-1-4 complements this standard for thin-walled structures made of stainless steel. Unfortunately, a buckling curve for stiffeners between the plane cross-section parts of the flanges or the webs is lacking. A finite element analysis was performed in order to obtain a buckling curve for such stiffeners. The finite element model was calibrated based on test results and by recalculating the EN 1993-1-3 buckling curve for the stiffeners in trapezoidal sheeting made of non-alloy structural steel. The results of the research into the loadbearing behaviour of thin-walled stainless steel trapezoidal sheeting presented here are closing this gap: the proposed addition to the design formulae means it is now possible to carry out a complete calculation of the loadbearing capacity of stainless steel trapezoidal sheeting.

Keywords:
stainless steel trapezoidal sheeting buckling of stiffeners
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.201010029.
  • About this
    data sheet
  • Reference-ID
    10064035
  • Published on:
    11/02/2011
  • Last updated on:
    13/08/2014
 
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