Cold-formed steel channel sections under end-two-flange loading condition : design for edge-stiffened holes, unstiffened holes and plain webs
- Submitting institution
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University of the West of Scotland
- Unit of assessment
- 12 - Engineering
- Output identifier
- 21247442
- Type
- D - Journal article
- DOI
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10.1016/j.tws.2019.106532
- Title of journal
- Thin-Walled Structures
- Article number
- 106532
- First page
- -
- Volume
- 147
- Issue
- -
- ISSN
- 0263-8231
- Open access status
- Compliant
- Month of publication
- December
- Year of publication
- 2019
- URL
-
-
- Supplementary information
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- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
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3
- Research group(s)
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-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- World-first paper establishing the effects of edge-stiffened circular holes on the web crippling strength of cold-formed steel (CFS) channel sections under end-two-flange (ETF) loading conditions. This work is significant, because it proposed a design recommendation for this type of opening in CSF for ETF loading case which was not available before. This research work was conducted with the international research group supported by Howick Ltd and Speedfloor Limited, New Zealand. These companies utilise test data for their CFS sections and sponsoring follow-on test programme and PhD research programme.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
