Experimental response and code modelling of continuous concrete slabs reinforced with BFRP bars
- Submitting institution
-
The University of Bradford
- Unit of assessment
- 12 - Engineering
- Output identifier
- 101
- Type
- D - Journal article
- DOI
-
10.1016/j.compstruct.2013.08.029
- Title of journal
- Composite Structures
- Article number
- -
- First page
- 664
- Volume
- 107
- Issue
- -
- ISSN
- 0263-8223
- Open access status
- Out of scope for open access requirements
- Month of publication
- -
- Year of publication
- 2014
- URL
-
https://www.sciencedirect.com/science/article/abs/pii/S0263822313004364?via%3Dihub
- 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
-
2
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This paper is the first investigation on continuous concrete slabs reinforced with BFRP reinforcement. It differs from previous studies in that it examined realistic statically indeterminate slabs rather than simply-supported ones. It provided solid evidence on the significance of shear failure in FRP reinforced concrete continuous slabs that is unlikely to occur in conventional steel reinforced concrete slabs. It also developed theoretical predictions of BFRP slabs. The test results would contribute to future development of design guidelines for concrete slabs reinforced with FRP bars.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
