Durability of the Bond between CFRP Plates and Concrete Exposed to Harsh Environments

Author:

Al-Tamimi Adil K.1,Hawileh Rami A.2,Abdalla Jamal A.3,Rasheed Hayder A.4,Al-Mahaidi Riadh5

Affiliation:

1. Professor of Civil Engineering, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates (corresponding author).

2. Associate Professor of Civil Engineering, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

3. Professor of Civil Engineering, Dept. of Civil Engineering, American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

4. Professor of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.

5. Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia; and Professor of Civil Engineering, Swinburne Univ. of Technology, P.O. Box 218, Melbourne 3122, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Durability characterization of wet layup graphite/epoxy composites used in external strengthening

2. Abbas B. (2010). “Durability of CFRP-concrete bond under sustained loading in harsh environments.” Ph.D. thesis Monash Univ. Melbourne VIC Australia.

3. ACI. (2004). “Guide test methods for fiber reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3 R-04 Farmington Hills MI.

4. ACI. (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440.2 R-08 Farmington Hills MI.

5. Al-Far A. Rostary F. Budelmann H. and Hadid T. A. (2007). “Durability of reinforced concrete members strengthened with CFRP plates and subjected to moisture and salt.” Proc. Fiber Reinforced Polymer for Reinforced Concrete Structures (FRPRCS)-8 T. C. Triantafillou ed. Univ. of Patras Patras Greece.

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