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Experimentally Assisted Modelling of the Behaviour of Steel Angle Brace

Author(s):
Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 1, v. 60
Page(s): 3-39
DOI: 10.2478/ace-2014-0001
Abstract:

Steel frame wind bracing systems are usually made of hot rolled profiles connected to frame elements directly or through a gusset plate. The behaviour of angle bracing members is generally complex since controlled by tension or compression, bending and torsion. The common practice is to transform the problem of complex behaviour into the buckling strength of a truss member. This paper deals with an analytical formulation of the force-deformation characteristic of a single angle brace subjected to compression. A strut model takes into consideration the effect of brace end connections and softening effect of its force-deformation characteristic. Two different boundary conditions, typical for engineering practice, are dealt with. Experimental program of testing the behaviour of angle brace in portal sub-frame specimens is described. Results of experimental investigations are presented. They are used for the validation of developed model. Conclusions are formulated with reference to the application of validated brace model in the analysis of braced steel frameworks.

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: 10.2478/ace-2014-0001.
  • About this
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  • Reference-ID
    10476957
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020