Externally Bonded FRP for Service-Life Extension of RC Infrastructure

Author:

Bonacci J. F.123,Maalej M.123

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, ON Canada M5S 1A4.

3. Asst. Prof., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore 119260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference67 articles.

1. Alexander J. G. S. and Cheng J. J. R. (1996). “Field application and studies of using CFRP sheets to strengthen concrete bridge girders.” Advanced Compos. Mat. in Bridges and Struct. Proc. 2nd ACMBS Int. Conf. M. El-Badry ed. Canadian Society for Civil Engineering Montreal 465–472.

2. Ballinger G. A. (1997). “Strengthening of engineering structures with carbon fiber reinforced plastics—An overview of history and current worldwide usage.” Proc. 42nd Int. SAMPE Symp. and Exhibition T. Haulik V. Bailey and R. Burton eds. 927–932.

3. Ballinger C. Maeda T. and Hoshijima T. ( 1993). “Strengthening of reinforced concrete chimneys columns and beams with carbon fiber reinforced plastics.” Fiber-reinforced-plastic reinforcement for concrete structures A. Nanni and C. W. Dolan eds. American Concrete Institute Detroit 233–247.

4. Bassett S. (1997). “Carbon laminates solve structural problems in bridges across continent.” High-Perf. Compos. March/April 22–27.

5. Bonacci J. F. (1996). “Strength failure mode and deformability of concrete beams strengthened externally with advanced composites.” Advanced Compos. Mat. in Bridges and Struct. Proc. 2nd ACMBS Int. Conf. M. El-Badry ed. Canadian Society for Civil Engineering Montreal 419–426.

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