Bond-slip behaviour of steel fibres in concrete after exposure to elevated temperatures
- Submitting institution
-
Brunel University London
- Unit of assessment
- 12 - Engineering
- Output identifier
- 165-175918-17828
- Type
- D - Journal article
- DOI
-
10.1016/j.conbuildmat.2017.02.148
- Title of journal
- Construction & Building Materials
- Article number
- -
- First page
- 542
- Volume
- 140
- Issue
- -
- ISSN
- 0950-0618
- Open access status
- Compliant
- Month of publication
- June
- Year of publication
- 2017
- URL
-
http://bura.brunel.ac.uk/handle/2438/14198
- 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)
-
2 - Applied Mechanics & Structures
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This innovative paper presents a brand new model and philosophy for a relatively new, yet increasingly popular, form of construction (steel fibre RC), focusing on the complex issue of bond at elevated temperature. The work has led to a lot of other research, including collaborations with institutions in Spain and the UK. This work established the research in pull-out testing, enabling the team to apply the principles to other applications (e.g. stainless steel reinforced concrete). The author has recently submitted an EPSRC proposal based on BFRP RC, building on the innovation in this paper.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -