Bond characteristics between ultra high modulus CFRP laminates and steel

Hollaway, 1993

Zhao, 2007, State-of-the-art review on FRP strengthened steel structures, Engineering Structures, 29, 1808, 10.1016/j.engstruct.2006.10.006

Miller, 2001, Strengthening of a steel bridge girder using CFRP plates, Journal of Bridge Engineering, 6, 514, 10.1061/(ASCE)1084-0702(2001)6:6(514)

Nikouka F, Lee M, Moy S. Strengthening of metallic structures using carbon fibre composites. In: Proceedings of the IABSE (international association for bridge and structural engineering) symposium 2002, Melbourne, Australia.

Jones, 2003, Application of fiber reinforced polymer overlays to extend steel fatigue life, Journal of Composites for Construction, 7, 331, 10.1061/(ASCE)1090-0268(2003)7:4(331)

Tavakkolizadeh, 2003, Strengthening of steel–concrete composite girders using carbon fiber reinforced polymers sheets, Journal of Structural Engineering, 129, 30, 10.1061/(ASCE)0733-9445(2003)129:1(30)

Schnerch, 2004, Strengthening steel structures and bridges with high modulus carbon fiber reinforced polymers: resin selection and scaled monopole behaviour, Transportation Research Record: Journal of the Transportation Research Board, 237, 10.3141/1892-25

Yao, 2007, Plate end debonding in FRP-plated RC beams—I: experiments, Engineering Structures, 29, 2457, 10.1016/j.engstruct.2006.11.022

Toutanji, 2006, Flexural behavior of reinforced concrete beams externally strengthened with CFRP sheets bonded with an inorganic matrix, Engineering Structures, 28, 557, 10.1016/j.engstruct.2005.09.011

Schnerch D, Stanford K, Lanier B, Rizkalla S. Use of high modulus carbon fibre reinforced polymer (CFRP) for strengthening steel structures. In: Proceedings of the second international workshop on structural composites for infrastructure applications; 2003.

Hamilton, 2009, Polymer materials to enhance performance of concrete in civil infrastructure, Polymer Reviews, 49, 1, 10.1080/15583720802656153

Bakis, 2002, Fiber reinforced polymer composites for construction: state-of-the-art review, Journal of Composites for Construction, 6, 73, 10.1061/(ASCE)1090-0268(2002)6:2(73)

Hollaway, 2003, Progress in the technique of upgrading metallic structures with advanced polymer composites, Progress in Structural Engineering and Materials, 4, 131, 10.1002/pse.112

Sen, 2003, Advances in the application of FRP for repairing corrosion damage, Progress in Structural Engineering and Materials, 5, 99, 10.1002/pse.147

Nanni, 2003, North American design guidelines for concrete reinforcement and strengthening using FRP: principles, applications and unresolved issues, Construction and Building Materials, 17, 439, 10.1016/S0950-0618(03)00042-4

Buyukozturk, 2004, Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites, Construction and Building Materials, 18, 9, 10.1016/S0950-0618(03)00094-1

Täljsten, 2009, Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates, Construction and Building Materials, 23, 1665, 10.1016/j.conbuildmat.2008.08.001

Wu C, Zhao XL, Al-Mahaidi R, Duan WH. Experimental study on bond behaviour between UHM CFRP laminate and steel. In: Proceedings of the fifth international conference on FRP composites in civil engineering, Beijing; 2010.

Fawzia, 2007, Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets, Construction and Building Materials, 21, 839, 10.1016/j.conbuildmat.2006.06.014

Fawzia S. Bond characteristics between steel and carbon fibre reinforced polymer (CFRP) composites. PhD thesis. Melbourne: Civil Engineering Department, Monash University; 2007.

Fawzia, 2006, Experimental and finite element analysis of a double strap joint between steel plates and normal modulus CFRP, Composite Structures, 75, 156, 10.1016/j.compstruct.2006.04.038

Lam, 2007, Repair of steel structures by bonded carbon fibre reinforced polymer patching: experimental and numerical study of carbon fibre reinforced polymer-steel double-lap joints under tensile loading, Canadian Journal of Civil Engineering, 34, 1542, 10.1139/L07-074

Xia SH, Teng JG. Behaviour of FRP-to-steel bonded joints. In: Proceedings of the international symposium BBFS; 2005. p. 419–26.

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

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

Tension testing of metallic materials, ASTM E8/E8M-08. American Society for Testing and Materials; 2008.

Tensile properties of polymer matrix composite materials, ASTM D3039/D3039M-08. American Society for Testing; 2008.

Fawzia, 2009, Bond-slip models for double strap joints strengthened by CFRP, Composite Structures, 92, 2137, 10.1016/j.compstruct.2009.09.042

LFMd, 2006, Effect of adhesive type and thickness on the lap shear strength, The Journal of Adhesion, 82, 1091, 10.1080/00218460600948511

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

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

Teng, 2002

Yuan, 2004, Full-range behavior of FRP-to-concrete bonded joints, Engineering Structures, 26, 553, 10.1016/j.engstruct.2003.11.006

Hart-Smith. Adhesive-bonded double-lap joints. Technical report NASA CR112235. Long Beach, California, USA: Douglas Aircraft Company; 1973.

Liu HB, Zhao XL, Al-Mahaidi R, Rizkalla S. Analytical bond models between steel and normal modulus CFRP. In: Proceedings of the fourth international conference on advances in steel structures, Shanghai, China; 2005.

Bocciarelli, 2009, Prediction of debonding strength of tensile steel/CFRP joints using fracture mechanics and stress based criteria, Engineering Fracture Mechanics, 76, 299, 10.1016/j.engfracmech.2008.10.005

Zhang, 2009, Finite element prediction of interfacial stresses in structural members bonded with a thin plate, Engineering Structures, 32, 459, 10.1016/j.engstruct.2009.10.008

Teng JG, Zhang LF. Finite element predictions of interfacial stresses in beams bonded with a thin plate. In: Proceedings of the international symposium on bond behaviour of FRP in structures, Hong Kong, China; 2005.

Fernando, 2009, CFRP strengthening of rectangular steel tubes subjected to end bearing loads: effect of adhesive properties and finite element modelling, Thin-Walled Structures, 47, 1020, 10.1016/j.tws.2008.10.008

Limam, 2005, Numerical and experimental analysis of two-way slabs strengthened with CFRP strips, Engineering Structures, 27, 841, 10.1016/j.engstruct.2005.01.007

Wen, 2003, Boundary element analysis of curved cracked panels with adhesively bonded patches, International Journal for Numerical Methods in Engineering, 58, 43, 10.1002/nme.747

Liu, 2009, Boundary element analysis of CFRP reinforced steel plates, Composite Structures, 91, 74, 10.1016/j.compstruct.2009.04.032

Silvestre, 2008, Non-linear behaviour and load-carrying capacity of CFRP-strengthened lipped channel steel columns, Engineering Structures, 30, 2613, 10.1016/j.engstruct.2008.02.010

ABAQUS V6.8. Hibbitt, Karlsson, and Sorensen, Inc.; 2004.