Carbon fiber reinforced polymeric plastic (CFRP) can be used for the deteriorated reinforced concrete members. CFRP reinforcement method, which is one of the reinforcement methods, can improve the strength and durability of reinforced concrete member. CFRP reinforcement method has been proved that it has sufficient effect on the flexural strengthening of reinforced concrete flexural member through numerous previous researches. In this paper, we present the analytical result of investigation pertaining to the CFRP reinforcing effect on the singly reinforced and doubly reinforced rectangular flexural members and T-shape singly reinforced flexural member. The analytical study is performed according to the code by ACI Committee 440 and previous research results.

ABSTRACT
 1. 서 론
 2. 탄소섬유보강재의 역학적 성질
 3. 매개변수해석
 4. 결 론
 참고 문헌

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