Investigation into the Bond between CFRP and Steel Plates
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.
[1] 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.
[2] Moy, S.S.J., "FRP composites: life extension and strengthening of
metallic structures", ICE Design and Practice Guides, Thomas Telford,
London, 2001, UK.
[3] 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.
[4] 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.
[5] 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.
[6] 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.
[7] Fawzia, S., "Bond Characteristics between Steel and Carbon Fibre
Reinforced Polymer (CFRP) Composites", Ph.D thesis, Monash
University, Australia 2007.
[1] 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.
[2] Moy, S.S.J., "FRP composites: life extension and strengthening of
metallic structures", ICE Design and Practice Guides, Thomas Telford,
London, 2001, UK.
[3] 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.
[4] 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.
[5] 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.
[6] 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.
[7] Fawzia, S., "Bond Characteristics between Steel and Carbon Fibre
Reinforced Polymer (CFRP) Composites", Ph.D thesis, Monash
University, Australia 2007.
@article{"International Journal of Architectural, Civil and Construction Sciences:51062", author = "S. Fawzia and M. A. Karim", title = "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.", keywords = "Carbon fibre reinforced polymer, shear stress, slip,
effective bond, steel structure.", volume = "3", number = "5", pages = "206-5", }