Performance Evaluation of RC Beams Strengthened with an Externally Bonded FRP System under Simulated Vehicle Loads

Author:

Wang Wen-Wei1,Dai Jian-Guo2,Harries Kent A.3

Affiliation:

1. Associate Professor, Dept. of Bridge and Tunnel Engineering, Southeast Univ., Nanjing 210096, China; and Visiting Scholar, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261 (corresponding author).

2. Assistant Professor, Dept. of Civil Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets

2. The effect of traffic vibration on adhesive curing during installation of bonded external reinforcement

3. Increasing flexural capacity of reinforced concrete beams using fiber-reinforced polymer composites;Brena S. F.;ACI Struct. J.,2003

4. Carbon fiber-reinforced polymer wraps for corrosion control and rehabilitation of reinforced concrete columns;Debaiky A. S.;ACI Mater. J.,2002

5. Debonding- and Fatigue-Related Strain Limits for Externally Bonded FRP

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