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Buckling of Webs in Unsymmetric Plate Girders

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 2, v. 32
Page(s): 43-53
DOI: 10.62913/engj.v32i2.643
Abstract:

The elastic buckling behavior of unsymmetric plate girder webs with and without a longitudinal stiffener is presented. The results of a finite element analysis were used to develop a buckling coefficient for longitudinally stiffened webs which takes into account the depth of the web in compression and the vertical location of the stiffener. The results are compared with the AASHTO Bridge Specifications and a design example is presented.

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: 10.62913/engj.v32i2.643.
  • About this
    data sheet
  • Reference-ID
    10782873
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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