Effect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors
- Submitting institution
-
The University of Bradford
- Unit of assessment
- 12 - Engineering
- Output identifier
- 43
- Type
- D - Journal article
- DOI
-
10.1061/(Asce)St.1943-541x.0001267
- Title of journal
- Journal of Structural Engineering
- Article number
- -
- First page
- 04015025
- Volume
- 141
- Issue
- 11
- ISSN
- 0733-9445
- Open access status
- Out of scope for open access requirements
- Month of publication
- -
- Year of publication
- 2015
- URL
-
https://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0001267
- 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
- First research in Europe on new innovative and demountable shear connector for composite construction for the reuse of composite structures. Paper covered experimental testing, finite element modelling, parametric studies and comparison of design equations for the UK, Europe and America. This research led to two EPSRC funded projects (EP/N011201/1 and EP/P008917/1) and a RFCS funded project (RFCS-2015-710040) on reuse of composite construction.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
