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Performance and Design of Stainless-steel Composite Structures – Beams, Columns and Joints

Author(s): (School of Civil Engineering The University of Sydney Sydney Australia)
(School of Civil Engineering The University of Sydney Sydney Australia)
(School of Civil Engineering The University of Sydney Sydney Australia)
(School of Civil Engineering The University of Sydney Sydney Australia)
(School of Civil Engineering The University of Sydney Sydney Australia)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 1, v. 6
Page(s): 302-313
DOI: 10.1002/cepa.1913
Abstract:

The paper summarises a series of investigations conducted in recent years at the University of Sydney on the behaviour and design of stainless steel‐concrete composite structures, with a focus on the mechanical performance of composite beams, columns, and joints. Three stainless steel grades were considered in the experiments, namely austenitic, duplex, and lean duplex. Details of the experiments as well as some of the experimental observations are presented herein, along with the comparison of the test results with the results of simulations. The test results are also compared with the requirements and predictions of international design codes, which are generally developed for carbon steel composite members, in order to investigate their applicability for stainless steel composite members. A number of design recommendations are also developed and presented. The studies are expected to help engineers achieve a deeper understanding of the behaviour and design of stainless steel‐concrete composite members.

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/cepa.1913.
  • About this
    data sheet
  • Reference-ID
    10767404
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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