Flexural behaviour of hybrid steel-GFRP reinforced concrete continuous T-beams
- Submitting institution
-
The University of Bradford
- Unit of assessment
- 12 - Engineering
- Output identifier
- 91
- Type
- D - Journal article
- DOI
-
10.1016/j.compstruct.2020.112802
- Title of journal
- Composite Structures
- Article number
- 112802
- First page
- 112802
- Volume
- 254
- Issue
- -
- ISSN
- 0263-8223
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2020
- URL
-
https://www.sciencedirect.com/science/article/abs/pii/S0263822320327288?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
- As part of a long term programme investigating the behaviour of concrete structures reinforced with hybrid steel-FRP reinforcement, this study, a first of its kind, focuses on hybrid reinforced concrete continuous T‐beams. It differs from previous studies in that it examines realistic statically indeterminate T-beams rather than simply-supported rectangular ones. It assesses the moment redistribution and ductility of hybrid reinforced concrete structures through laboratory experiments. There are currently no design provisions in the Eurocodes for concrete structures reinforced with FRP or hybrid FRP/steel reinforcement and hence the findings of this research will contribute to future development of the codes.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
