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Analytical calculation model for unstiffened elements with nonlinear stress-strain relationships under uniform compression

Author(s):


Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 1, v. 2
Page(s): 42-49
DOI: 10.1002/stco.200910007
Abstract:

This paper presents an improved analytical calculation model for unstiffened elements with nonlinear stress-strain relationships (e.g. aluminium and stainless steel) subjected to uniform in-plane compression. The model takes material nonlinearity into account by means of the Ramberg-Osgood constitutive law. It is based on the results of a numerical parametric study of the load-carrying behaviour of unstiffened elements. A comparative study shows good agreement between test results and analytically determined strengths according to the new calculation model.

Keywords:
unstiffened elements non-linear stress-strain relationship aluminum stainless steel analytical model
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.200910007.
  • About this
    data sheet
  • Reference-ID
    10058264
  • Published on:
    15/11/2010
  • Last updated on:
    13/08/2014
 
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