Effectiveness factor of self-compacting concrete in compression for limit analysis of continuous deep beams
- Submitting institution
-
The University of Bradford
- Unit of assessment
- 12 - Engineering
- Output identifier
- 65
- Type
- D - Journal article
- DOI
-
10.1016/j.engstruct.2018.02.069
- Title of journal
- Engineering Structures
- Article number
- -
- First page
- 14
- Volume
- 164
- Issue
- -
- ISSN
- 0141-0296
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2018
- URL
-
https://www.sciencedirect.com/science/article/abs/pii/S0141029617312816?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
-
1
- 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 deep beams, this paper developed a simplified analysis for the shear capacity prediction of continuous self-compacting concrete deep beams. It differs from most previous studies in that it examines realistic statically indeterminate deep beams rather than simply-supported ones. The paper assessed the applicability of EC2 and ACI-318 shear design provision for continuous self-compacting concrete deep beams.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
