Experimental and numerical study on square RACFST members under lateral impact loading
- Submitting institution
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City, University of London
- Unit of assessment
- 12 - Engineering
- Output identifier
- 385
- Type
- D - Journal article
- DOI
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10.1016/j.jcsr.2015.04.004
- Title of journal
- Journal of Constructional Steel Research
- Article number
- -
- First page
- 43
- Volume
- 111
- Issue
- -
- ISSN
- 0143-974X
- Open access status
- Out of scope for open access requirements
- Month of publication
- May
- 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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2
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- Experimental and numerical investigations were carried out for the first time for a new type of recycled aggregate concrete (RAC) filled square steel tubular members under lateral impact loading. A total of eleven specimens, including eight RAC filled steel tubular (RACFST) specimens and three normal concrete filled steel tubular (CFST) counterparts, were tested using drop-weight impact test rigs with fixed boundary conditions at both ends. The failure modes of this new type of RACFST member are first time discovered. A numerical model is also developed which can accurately predict the behaviour of this new type of tubular members
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -