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Presentation
Debonding failures in FRP-strengthened RC beams: failure modes, existing research and future challenges
Proceedings of an International Workshop, Composites in Construction: A Reality
  • J G Teng
  • J F Chen
  • Scott T Smith
Document Type
Conference publication
Publication Date
1-1-2001
Peer Reviewed
Peer-Reviewed
Abstract
Both the flexural and shear capacities of reinforced concrete (RC) beams can be increased by bonding fibre-reinforced polymer (FRP) composites. A variety of debonding failure modes are possible in these strengthened beams, and for reliable strengthening measures, these debonding failures must be designed against. This paper provides a review of existing research on debonding failures in FRP-strengthened RC beams. Various failure modes are identified, and for each failure mode, existing research is summarised, with particular attention to studies on strength models. Issues which require future research are also outlined.
Additional information

Presented by JG Teng

Citation Information

Teng, JG, Chen, JF & Smith, ST 2001, 'Debonding failures in FRP-strengthened RC beams: failure modes, existing research and future challenges', in E Cosenzo, G Manfredi & A Nanni (eds), Proceedings of an International Workshop, Composites in Construction: A Reality, Capri, Italy, 20-21 July, pp. 139-148. ISBN: 9780784405963

Published version available from:

http://dx.doi.org/10.1061/40596(264)16