Commenced in January 2007
Paper Count: 31106
Investigation into the Bond between CFRP and Steel Plates
Abstract:The use of externally bonded Carbon Fiber Reinforced Polymer (CFRP) reinforcement has proven to be an effective technique to strengthen steel structures. An experimental study on CFRP bonded steel plate with double strap joint has been conducted and specimens are tested under tensile loadings. An empirical model has been developed using stress-based approach to predict ultimate capacity of the CFRP bonded steel structure. The results from the model are comparable with the experimental result with a reasonable accuracy.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1056116Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1662
 Fawzia, S., Al-Mahaidi, R., Zhao, X.L. and Rizkalla, S., "Comparative Study of Failure Mechanisms in Steel and Concrete Members Strengthened with CFRP Composites", Developments in Mechanics of Structures and Materials, Deeks, A.J. and Hao, H. (eds), Balkema Publishers, pp.71-76 London, 2004.
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 Zhao, X.L. and Zhang, L., "State-of-the-art review on FRP strengthened steel structures", Engineering Structures, Vol 29(8), pp.1808-1823, 2007.
 Fawzia, S., Al-Mahaidi, R., Zhao, X.L. and Rizkalla, S., "Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets", Construction and Building Materials, Vol 21(4), pp.839-845, 2007.
 Yuan, H., Teng, J.G., Seracino, R., Wu, Z.S. and Yao, J., "Full-range behaviour of FRP-to-concrete bonded joints", Engineering Structures, Vol 26(5), pp.553-565, 2004.
 Xia, S. H. and Teng, J. G., "Behaviour of FRP-to-steel bonded joints." Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005), pp.419-426, Hong Kong, 2005.
 Fawzia, S., "Bond Characteristics between Steel and Carbon Fibre Reinforced Polymer (CFRP) Composites", Ph.D thesis, Monash University, Australia 2007.