Effect of Dynamic Loading and Environmental Conditions on the Bond between CFRP and Steel: State-of-the-Art Review

Author:

Zhao Xiao-Ling1,Bai Yu2,Al-Mahaidi Riadh3,Rizkalla Sami4

Affiliation:

1. Professor, Dept. of Civil Engineering, Monash Univ., Wellington Rd., Clayton, VIC 3800, Australia (corresponding author).

2. Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Wellington Rd., Clayton, VIC 3800, Australia.

3. Professor, Faculty of Engineering and Industrial Sciences, Swinburne Univ. of Technology, Burwood Highway, Hawthorn, VIC 3122, Australia.

4. Professor, Constructed Facilities Laboratory, North Carolina State Univ., Centennial Campus, 2414 Campus Shore Dr., Raleigh, NC 27695.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference63 articles.

1. The effect of temperature on the strength of adhesive joints

2. Al-Shawaf A. (2010). “Characterization of bonding behaviour between wet lay-up carbon fibre reinforced polymer and steel plates in double-strap joints under extreme environmental temperatures.” Ph.D. thesis Dept. of Civil Engineering Monash Univ. Melbourne Australia.

3. Al-Shawaf A. Al-Mahaidi R. and Zhao X. L. (2005). “Tensile properties of CFRP laminates at subzero temperatures.” Proc. Australian Structural Engineering Conf. Engineers Australia Australia 1–9.

4. Al-Shawaf A. Al-Mahaidi R. and Zhao X. L. (2006). “Study on bond characteristics of CFRP/steel double-lap shear joints at subzero temperature exposure.” Proc. 3rd Int. Conf. on FRP Composites in Civil Engineering (CICE 2006) International Institute for FRP in Construction Hong Kong 71–74.

5. Effect of elevated temperature on bond behaviour of high modulus CFRP/steel double-strap joints;Al-Shawaf A.;Aus. J. Struct. Eng.,2009

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