State-of-the-art review on FRP strengthened steel structures

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Bassetti A, Nussbaumer A, Hirt MA. Crack repair and fatigue extension of riveted bridge members using composite materials. In: Bridge engineering conference, ESE-IABSE-FIB. 2000. p. 227–38

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Chacon A, Chajes M, Swinehart M, Richardson D, Wenczel G. Application of advanced composites to steel bridges: A case study on the Ashland bridge (Delaware-USA). In: Advanced composite materials in bridges and structures. 2004

Colombi, 2006, Strengthening of tensile steel members and bolted joints using adhesively bonded CFRP plates, Construction and Building Materials, 20, 22, 10.1016/j.conbuildmat.2005.06.042

Colombi, 2003, Analysis of cracked steel members reinforced by pre-stress composite patch, Fatigue Fracture of Engineering Materials Structures, 26, 59, 10.1046/j.1460-2695.2003.00598.x

El Damatty, 2003, Testing and modelling of shear and peel behaviour for bonded steel/FRP connections, Thin-Walled Structures, 41, 987, 10.1016/S0263-8231(03)00051-X

Fawzia S, Zhao XL, Al-Mahaidi R, Rizkalla SH. Investigation into the bond between CFRP and steel tubes. In: The second international conference on FRP composites in civil engineering. 2004

Fawzia, 2005, Strengthening of circular hollow steel tubular section using CFRP sheets, Construction and Building Materials

Fawzia, 2005, Bond characteristics between CFRP and steel plates in double strap joints, Advances in Steel Construction–An International Journal, 1, 17

Fawzia S, Zhao XL, Al-Mahaidi R. Bond–slip model for CFRP sheets bonded to steel plate. In: Third international conference on FRP composites in civil engineering. 2006

Haedir J, Bambach M, Zhao XL, Grzebieta RH. Bending strength of CFRP-strengthened circular hollow steel sections. In: Third international conference on FRP composites in civil engineering. 2006

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Jiao, 2004, CFRP strengthened butt-welded very high strength (VHS) circular steel tubes, Thin-Walled Structures, 42, 963, 10.1016/j.tws.2004.03.003

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Liu HB, Zhao XL, Al-Mahaidi R. The effect of fatigue loading on bond strength of CFRP bonded steel plate joints. In: Proceedings of the international symposium on bond behaviour of FRP in structures. 2005. p. 459–64

Liu HB, Zhao XL, Al-Mahaidi R, Rizkalla S. Analytical bond models between steel and normal modulus CFRP. In: 4th international conference on advances in steel structures. 2005. p. 1545–52

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Nozaka, 2005, Effective bond length of carbon-fiber-reinforced polymer strips bonded to fatigued steel bridge I-girders, Journal of Bridge Engineering, ASCE, 10, 195, 10.1061/(ASCE)1084-0702(2005)10:2(195)

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Rizkalla, 2003, Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures, Progress in Structural Engineering and Materials, 5, 16, 10.1002/pse.139

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Seica MV, Packer JA, Ramirez PG, Bell S, Zhao XL. Rehabilitation of tubular members with carbon reinforced polymer. In: 11th international symposium on tubular structures. 2006

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Suzuki H. First application of carbon Fiber reinforced polymer strips to an existing steel bridge in Japan. In: Advanced materials for construction of bridges, buildings and other structures. 2005

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Zhao XL, Jaspart J. Width-to-thickness ratios for classification of tubular sections. In: Eurosteel 2005, 4th European conference on steel and composite structures. 2005. p. 1.4-183–1.4-190

Zhao, 2006, CFRP strengthened RHS subjected to transverse end bearing force, Engineering Structures, 28, 1555, 10.1016/j.engstruct.2006.02.008

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Zhao YH, Gu W, Xu J, Zhang HT. The strength of concrete-filled CFRP-steel tubes under axial compression. In: ISOPE conference. 2005. Paper no. JSC-313