A new retrofitting technique based on a material compatible with concrete is currently under development at Cardiff University. It overcomes some of the problems associated with the current techniques based on externally bonded steel plates and FRP (fibre-reinforced polymer) laminates which are due to the mismatch of their tensile strength and stiffness with that of the concrete structure being retrofitted. This paper will describe the technology necessary for preparing high performance fibre reinforced mixes, designated CARDIFRCs. They are characterised by high tensile/ flexural strength and high energy-absorption capacity (i.e. ductility). The special characteristics of CARDIFRC™s make them particularly suitable for repairing and upgrading (i.e. retrofitting) existing concrete structures, as well as for other remedial activities. The promising results of several studies using CARDIFRC™s for retrofitting damaged concrete structural members will be presented. It will be shown that damaged reinforced concrete beams can be successfully strengthened and rehabilitated in a variety of different retrofit configurations using pre-cast CARDIFRC™ strips adhesively bonded to the prepared surfaces of the damaged beams.
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November 2002
Research Article|
November 01 2002
A new technique for retrofitting damaged concrete structures Available to Purchase
B. L. Karihaloo;
B. L. Karihaloo
Professor of Civil Engineering
Cardiff University
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F. J. Alaee;
F. J. Alaee
Research Student
Civil Engineering, Cardiff University
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S. D. P. Benson
S. D. P. Benson
Research Student
Civil Engineering, Cardiff University
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Publisher: Emerald Publishing
Received:
August 02 2001
Accepted:
December 03 2001
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2002 Thomas Telford Ltd
2002
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2002) 152 (4): 309–318.
Article history
Received:
August 02 2001
Accepted:
December 03 2001
Citation
Karihaloo BL, Alaee FJ, Benson SDP (2002), "A new technique for retrofitting damaged concrete structures". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 152 No. 4 pp. 309–318, doi: https://doi.org/10.1680/stbu.2002.152.4.309
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