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Stiffener Requirements to Prevent Edge Buckling

Author(s):
Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 2, v. 47
Page(s): 101-108
DOI: 10.62913/engj.v47i2.978
Abstract:

Steel connection elements such as gusset plates and coped beam webs feature unsupported edges that are sometimes stiffened to prevent buckling. The stiffener requirements for structural elements with large aspect ratios are well established. However, for typical connections with an aspect ratio of ½ to 2, the existing requirements may not provide accurate results. The results from 123 elastic finite element models were analyzed to determine the stiffness requirements for edge stiffeners with smaller aspect ratios. A design procedure based on a simplified model is proposed as a starting point for stiffener design.

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.v47i2.978.
  • About this
    data sheet
  • Reference-ID
    10782522
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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