Rehabilitation of Cracked and Corroded Reinforced Concrete Beams with Fiber-Reinforced Plastic Patches

Author:

Wang Chung-Yue1,Shih Chien-Chih2,Hong Shao-Chih3,Hwang Wei-Chih3

Affiliation:

1. Professor, Dept. of Civil Engineering, National Central Univ., Chungli, Taiwan 32054, R.O.C.

2. Senior Engineer and Manager, Material Research Laboratory, Industrial Technology Research Institute, Hsinchu, Taiwan 310, R.O.C.

3. Graduate Student, Dept. of Civil Engineering, National Central Univ., Chungli, Taiwan 32054, R.O.C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference12 articles.

1. Durability performance of repaired reinforced concrete beams.;Dehwah H. A. F.;ACI Mater. J.,1994

2. Fiber composite plates for strengthening bridge beams

3. Bending Behavior of Concrete Beams Wrapped with Carbon Fabric

4. Composite behavior of concrete beams with epoxy bonded external reinforcement.;Jones R. R.;Int. J. Cement Compos. Lightweight Concr.,1980

5. Effect of environmental explosure on the external strengthening of concrete with composites-short term bond durability.;Karbhari V. M.;J. Reinf. Plast. Compos.,1996

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