Experimental study of beam to concrete-filled elliptical steel tubular column connections
- Submitting institution
-
The University of Bradford
- Unit of assessment
- 12 - Engineering
- Output identifier
- 55
- Type
- D - Journal article
- DOI
-
10.1016/j.tws.2015.06.009
- Title of journal
- Thin-Walled Structures
- Article number
- -
- First page
- 16
- Volume
- 95
- Issue
- -
- ISSN
- 0263-8231
- Open access status
- Out of scope for open access requirements
- Month of publication
- -
- Year of publication
- 2015
- URL
-
https://www.sciencedirect.com/science/article/abs/pii/S0263823115300136?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
-
3
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This paper demonstrates the rotation capacity of a novel and easy-to-construct type of connection between an I-beam and concrete-filled elliptical tubular column. It is the first experimental study of its kind on this type of composite joint. Although elliptical hollow sections are becoming increasingly popular, particularly for their aesthetic appeal, their usage to date has been partially hindered by limited/cumbersome methods of connecting the curved profile to other components. Different arrangements were examined to assess the influence of concrete infill and stiffeners in further enhancing the performance of the joint.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
