Concrete filled FRP tubes (CFFT) and reinforced concrete filled FRP tubes (RCFFT) are known to have the capability to enhance structural performance in terms of structural stability, ductility, as well as chemical resistance when compared with conventional concrete members. In this study, we evaluate the structural performance of the CFFT and the RCFFT through flexural tests for the purpose of applying the members as flexural ones. The degree of improvement on the flexural performance of the RCFFT member strengthened by the FRP was analyzed from the flexural tests.

ABSTRACT
 1. 서론
 2. RCFFT의 구성 및 특징
 3. 준정적 휨실험
 4. RCFFT의 휨거동 예측
 5. 결론
 참고 문헌

• 박준석(홍익대학교 토목공학과) | Park Joon-Seok
• 주형중(홍익대학교 토목공학과) | Joo Hyung-Joong
• 남정훈(홍익대학교 토목공학과) | Nam Jeong-Hun
• 윤순종(홍익대학교 토목공학과) | Yoon Soon-Jong