Extensive research has been carried out in recent years on the use of fibre-reinforced polymer (FRP) composites in the strengthening of reinforced concrete (RC) structures. This paper provides a concise review of existing research on the behaviour and strength of FRP-strengthened RC structures, with a strong focus on those studies which contribute directly to the development of strength models. Topics covered include flexural and shear strengthening of beams, flexural strengthening of slabs, and strengthening of columns subject to both static and seismic loads. For each of the topics covered, the methods of strengthening are first explained, followed by a description of the common failure modes. Available strength models are then summarised and discussed.
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February 2003
Research Article|
February 01 2003
Behaviour and strength of FRP-strengthened RC structures: a state-of-the-art review
J. G. Teng;
J. G. Teng
Department of Civil and Structural Engineering, The Hong Kong Polytechnic University
China
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J. F. Chen;
J. F. Chen
School of Engineering and Electronics, Edinburgh University
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S. T. Smith;
S. T. Smith
Department of Civil and Structural Engineering, The Hong Kong Polytechnic University
China
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L. Lam
L. Lam
Department of Civil and Structural Engineering, The Hong Kong Polytechnic University
China
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Publisher: Emerald Publishing
Received:
April 02 2001
Accepted:
October 16 2001
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2003 Thomas Telford Ltd
2003
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2003) 156 (1): 51–62.
Article history
Received:
April 02 2001
Accepted:
October 16 2001
Citation
Teng JG, Chen JF, Smith ST, Lam L (2003), "Behaviour and strength of FRP-strengthened RC structures: a state-of-the-art review". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 156 No. 1 pp. 51–62, doi: https://doi.org/10.1680/stbu.2003.156.1.51
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