[1]
C. E. Bakis, L. C. Bank, V. L. Brown, E. Cosenza, J. F. Dayalos, J. J. Lesko, A. Machisa, S. H. Rizkalla, and T. C. Triantafillou: Fiber-reinforced polymer composites for construction-state-of-the-art review. Journal of Composites for Construction, ASCE, Vol. 6(2), (2002), pp.73-87.
DOI: 10.1061/(asce)1090-0268(2002)6:2(73)
Google Scholar
[2]
A. H. Al-Saidy, F. W. Klaiber, and T, J. Wipf: Repair of steel composite beams with carbon fiber-reinforced polymer plates. Journal of Composites for Construction, ASCE, Vol. 8(2), (2004), pp.163-173.
DOI: 10.1061/(asce)1090-0268(2004)8:2(163)
Google Scholar
[3]
M. Bocciarelli, P. Colombi, G. Fava, and C. Poggi: Prediction of debonding strength of tensile steel/CFRP joints using fracture mechanics and stress based criteria. Engineering Structures, Vol. 76, (2009), pp.299-313.
DOI: 10.1016/j.engfracmech.2008.10.005
Google Scholar
[4]
R. Haghani: Analysis of adhesive joints used to bond FRP laminates to steel members-a numerical and experimental study. Construction and Building Materials, Vol. 24, (2010), pp.2243-2251.
DOI: 10.1016/j.conbuildmat.2010.04.032
Google Scholar
[5]
T. Ishikawa, I. Okura, and K. Komura: Theoretical analysis on increase in debonding load by stepping ends of CFRP strips. Doboku Gakkai Ronbunshuu A, JSCE, Vol. 65(2), (2009), pp.362-367(in Japanese).
DOI: 10.2208/jsceja.65.362
Google Scholar
[6]
X.L. Zhao, and L. Zhang: State-of the art review on FRP strengthened steel structures. Engineering Structures, Vol. 29, (2007), pp.1808-1823.
DOI: 10.1016/j.engstruct.2006.10.006
Google Scholar
[7]
M. A. Abanilla, V. M. Karbhari, and Y. Li: Interlaminar and intralaminar durability characterization of wet layup carbon/epoxy used in external strengthening. Composites, Part B: Engineering, Vol. 37, (2006), pp.650-661.
DOI: 10.1016/j.compositesb.2006.02.023
Google Scholar
[8]
M. A. Abanilla, Y. Li, and V. M. Karbhari: Durability characterization of wet lay-up carbon/epoxy composites used in external strengthening. Composites, Part B: Engineering, Vol. 37, (2006), pp.200-212.
DOI: 10.1016/j.compositesb.2005.05.016
Google Scholar
[9]
M. Frigione, M. A. Aiello, and C. Naddeo: Water effects on the bond strength of concrete/concrete adhesive joints. Construction and Building Materials, Vol. 20, (2006), pp.957-970.
DOI: 10.1016/j.conbuildmat.2005.06.015
Google Scholar
[10]
M. Frigione, M. Lettieri, and A. M. Mecchi: Environmental effects on epoxy adhesives employed for restoration of historical buildings. Journal of Materials in Civil Engineering, Vol. 18, (2006), pp.715-722.
DOI: 10.1061/(asce)0899-1561(2006)18:5(715)
Google Scholar
[11]
V. M. Karbhari, and K. Ghosh: Comparative durability evaluation of ambient temperature cured externally bonded CFRP and GFRP composite systems for repair of bridges. Composites, Part A: Applied Science and Manufacturing, Vol. 40, (2009), pp.1353-1363.
DOI: 10.1016/j.compositesa.2009.01.011
Google Scholar
[12]
H. Sugiura, A. Kobayashi, K. Ohgaki, N. Inaba, Y. Tomita, and M. Nagai: Analytical study on the bonding method of carbon fiber sheets in the repair of corroded steel members. Doboku Gakkai Ronbunshuu A, JSCE, Vol. 64(4), (2008), pp.806-813(in Japanese).
DOI: 10.2208/jsceja.64.806
Google Scholar