Effects of edge-stiffened circular holes on the web crippling strength of cold-formed steel channel sections under one-flange loading conditions
- Submitting institution
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University of the West of Scotland
- Unit of assessment
- 12 - Engineering
- Output identifier
- 21247437
- Type
- D - Journal article
- DOI
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10.1016/j.engstruct.2017.02.042
- Title of journal
- Engineering Structures
- Article number
- -
- First page
- 96
- Volume
- 139
- Issue
- -
- ISSN
- 0141-0296
- Open access status
- Compliant
- Month of publication
- February
- Year of publication
- 2017
- URL
-
-
- Supplementary information
-
-
- 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
- An extensive comparative experimental and numerical investigation was carried out. This work is significant, because it established the standard circular web opening effect on cold-formed steel (CFS) sections subjected to web crippling Interior end-one-flange loading case. This work was supported by Voestalpine Metsec Plc who utilise the design equations for their sections and sponsored follow-on test programme. Design methods also contributing to coordinated international efforts for incorporation into a future revision of the American Iron and Steel Institute CFS design code (www.steel.org).
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
