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Thin-Walled Cold-Formed Compressed Steel Members and the Problem of Initial Imperfections

Author(s):



Medium: journal article
Language(s): English
Published in: Procedia Engineering, , v. 40
Conference: Steel Structures and Bridges 2012
Page(s): 8-13
DOI: 10.1016/j.proeng.2012.07.047
Abstract: The paper deals with the influence of initial imperfections caused by the production process and presents fundamental information about experimental and theoretic-numerical research to determine the load-carrying capacity of thin-walled cold-formed compressed steel members. The investigated members have closed cross-sections made from a homogeneous material. The theoretic-numerical analysis in this paper is oriented towards investigating and modelling initial imperfections effects on the load-carrying capacities of the mentioned members, while the experimental investigation verifies the theoretical results and investigates the behaviour of the members during the loading process.
Keywords:
Load-carrying capacity initial imperfections thin-walled cold-formed profiles
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: 10.1016/j.proeng.2012.07.047.
  • About this
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  • Reference-ID
    10077352
  • Published on:
    04/12/2017
  • Last updated on:
    13/02/2020
 
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