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Intermediate transverse stiffeners in plate girders

Author(s):

Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 1, v. 5
Page(s): 23-32
DOI: 10.1002/stco.201200004
Abstract:

The aim of this paper is to study the design requirements for rigid intermediate transverse stiffeners in longitudinally stiffened plate girders. Firstly, two representative design codes, AASHTO and EN 1933-1-5, are discussed and compared. Then the results of two tests on 1.5 m deep plate girders and the results of the extensive numerical parametric study are presented. The analysis of the results shows that the axial force in the stiffener due to tension field action is overestimated in the design codes and that all the design requirements for rigid transverse stiffeners can be covered by defining a minimum required second moment of area.

Keywords:
numerical simulation experimental tests plate girders transverse stiffeners tension field deviation forces
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.201200004.
  • About this
    data sheet
  • Reference-ID
    10067096
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
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