A method for the numerical derivation of plastic collapse loads
- Submitting institution
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University of Hertfordshire
- Unit of assessment
- 12 - Engineering
- Output identifier
- 19774234
- Type
- D - Journal article
- DOI
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10.1016/j.tws.2017.11.055
- Title of journal
- Thin-Walled Structures
- Article number
- -
- First page
- 258
- Volume
- 124
- Issue
- -
- ISSN
- 0263-8231
- Open access status
- Technical exception
- Month of publication
- December
- Year of publication
- 2017
- 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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2
- Research group(s)
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-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- The research methodology proposed in this paper has been widely referenced by the research community in structural engineering to define the key resistance load used in the design of complex structures (see links of structures applied below). Originally proposed in this paper for stainless steel members, the research outputs have been applied to a wide variety of structures and materials such as shells structures (UK) (https://doi.org/10.1177%2F1369433218787715), composite steel-concrete columns (Singapore) (https://doi.org/10.1016/j.jcsr.2019.04.002), hybrid composite cylinders (Germany) (https://doi.org/10.1016/j.compstruct.2019.111152) and temporary structural members (UK) (https://doi.org/10.1016/j.istruc.2019.03.011)
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -