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Precautions may be necessary in cases of carbonation, alkalisilica reactivity (ASR), or reactive aggregate. 2 Repair of Defective Reinforcement All defective reinforcement shall be repaired according to ICRI No. 03730 and to the satisfaction of the engineer. FRP systems shall not be applied to concrete suspected of containing corroded reinforcement. Corroded or otherwise defective reinforcement that is to be supplemented shall be cleaned and prepared thoroughly by abrasive cleaning to a near white appearance.

Université de Sherbrooke, Sherbrooke, Canada. JCI. (1998) Continuous Fiber Reinforced Concrete, Technical Report TC952, Japan Concrete Institute, Tokyo, Japan. JSCE. (1997) Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials, Concrete Engineering Series, No. 23, 325 pp. JSCE. (2001) Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets, Japan Society of Civil Engineers, Tokyo, Japan. M. (2001a) “Quality and Monitoring of Structural Rehabilitation Measures.

1998) LRFD Bridge Construction Specifications. American Association of State Highway and Transportation Officials. C. ACI Committee 440. (1996) State-of-the-Art Report on Fiber Reinforced Plastic Reinforcement for Concrete Structures, ACI 440R96, American Concrete Institute, Farmington Hills, Michigan. ACI Committee 440. 2R-02, American Concrete Institute, Farmington Hills, Michigan. , and Mayo, R. , pp. 157–169. R. C. , and Puliyadi, S. ” Proceedings of the 2nd International Conference on Durability of FRP Composites for Construction, B.

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