Strength, stiffness and ductility of concrete-filled steel columns under axial compression
- Submitting institution
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The University of Bradford
- Unit of assessment
- 12 - Engineering
- Output identifier
- 67
- Type
- D - Journal article
- DOI
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10.1016/j.engstruct.2016.12.049
- Title of journal
- Engineering Structures
- Article number
- -
- First page
- 209
- Volume
- 135
- Issue
- -
- ISSN
- 0141-0296
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2017
- URL
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https://www.sciencedirect.com/science/article/abs/pii/S0141029616316923?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
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5
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- An international research collaboration with China, UK and Australia to develop a new simplified finite element material model for concrete filled column under axial compression. The paper focused on the predictions of compressive strength and corresponding strain as well as compressive stiffness of circular and rectangular concrete-filled steel stub columns subjected to axial compression. The research findings were calibrated and compared with European, Australian, American and Chinese Standards, providing a better understanding to the design and behaviour of this form of composite columns.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -