Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression

Boshan Chen, Krishanu Roy, Asraf Uzzaman, Gary M. Raftery, David Nash, G. Charles Clifton, P. Pouladi, James B.P. Lim

Research output: Contribution to journalArticle

Abstract

The use of cold-formed steel (CFS) channel sections are becoming popular as the load-carrying members in building structures, and such channel sections often include web openings for the ease of installation of services. Traditional web openings are normally punched, and are unstiffened which can restrict the size and spacing of web openings. Recently, a new generation of CFS channel sections with edge-stiffened web openings has been developed, and is widely used in New Zealand. However, no experimental investigation has been reported in the literature for such channel sections under compression. In this paper, a total of 75 results comprising 26 axial compression tests and 49 finite element analysis results are reported on the compression resistance of CFS channel sections with both edge-stiffened and unstiffened web openings. For comparison, channel sections without web openings were also tested. For all specimens, initial imperfections were measured using a laser scanner. A nonlinear elasto-plastic finite element model was also developed, and the results showed good agreement with the test results. A parametric study was conducted using the validated finite element model to investigate the effect of opening spacing and column length on compression resistance of channel sections. It is shown that for the case of a channel section having seven edge-stiffened web openings, the compression resistance increased by as much as 22%, compared to a plain channel section. For comparison, the same section having unstiffened web openings had a 20% reduction in compression resistance, compared to a plain channel section.

LanguageEnglish
Article number106307
Number of pages21
JournalThin-Walled Structures
Volume144
Early online date20 Jul 2019
DOIs
Publication statusE-pub ahead of print - 20 Jul 2019

Fingerprint

Steel
Axial compression
Plastics
Finite element method
Defects
Lasers

Keywords

  • axial compression tests
  • channel sections
  • cold-formed steel
  • edge-stiffened web openings
  • finite element analysis

Cite this

Chen, Boshan ; Roy, Krishanu ; Uzzaman, Asraf ; Raftery, Gary M. ; Nash, David ; Clifton, G. Charles ; Pouladi, P. ; Lim, James B.P. / Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression. In: Thin-Walled Structures. 2019 ; Vol. 144.
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Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression. / Chen, Boshan; Roy, Krishanu; Uzzaman, Asraf; Raftery, Gary M.; Nash, David; Clifton, G. Charles; Pouladi, P.; Lim, James B.P.

In: Thin-Walled Structures, Vol. 144, 106307, 30.11.2019.

Research output: Contribution to journalArticle

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