GFRP hollow column to built-up beam adhesive connection : Mechanical behaviour under quasi-static, cyclic and fatigue loading
- Submitting institution
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University of Dundee
- Unit of assessment
- 12 - Engineering
- Output identifier
- 48656821
- Type
- D - Journal article
- DOI
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10.1016/j.compstruct.2019.111069
- Title of journal
- Composite Structures
- Article number
- 111069
- First page
- 1
- Volume
- 224
- Issue
- -
- ISSN
- 0263-8223
- Open access status
- Compliant
- Month of publication
- May
- Year of publication
- 2019
- URL
-
-
- Supplementary information
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-
- 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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4
- Research group(s)
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-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- A new adhesive beam-to-column connection was proposed and shown to possess higher strength and stiffness than any other similar adhesive or bolted connection for all-GFRP structures tested in the past. The relevance of choosing hollow shapes rather than I-shapes for GFRP columns is also demonstrated and discussed. The work was partially developed during an international research visit at the University of Salerno under the PECRE2017/18 scheme (SRPe). The experimental tests were funded by Fiberline Composites (Denmark).
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -