Improved shear design rules of cold-formed steel beams
- Submitting institution
-
University of Northumbria at Newcastle
- Unit of assessment
- 12 - Engineering
- Output identifier
- 25205913
- Type
- D - Journal article
- DOI
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10.1016/j.engstruct.2015.04.027
- Title of journal
- Engineering Structures
- Article number
- -
- First page
- 603
- Volume
- 99
- Issue
- -
- ISSN
- 0141-0296
- Open access status
- Out of scope for open access requirements
- Month of publication
- June
- Year of publication
- 2015
- 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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1
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- The paper proposed a generalised, improved shear design method that can be adopted for any type of cold-formed steel beam. The proposed equations for the elastic shear buckling coefficients have been adopted in the Australian/New Zealand AS/NZS 4600, “Cold-formed Steel Structures” Standards (2018). https://infostore.saiglobal.com/en-gb/Standards/AS-NZS-4600-2018 98996_SAIG_AS_AS_208168/. The work (test set-up, advanced computer modelling and proposed shear design equations) also led to two PhD research projects in Griffith University (Aluminium PhD Project, 2017), Australia and Northumbria University (Stainless Steel PhD Project, 2018).
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
