The present study was conducted to appraise tow theoretical models for reinforced concrete members strengthened with carbon fiber reinforced polymer(CFRP) sheets. Predicted values using two models by ACI 440.2R-08 were compared with ones obtained from experiment. For this, two flexural specimens were tested: one unstrengthened specimen and the other strengthened with CFRP sheets. Based on the test results, the wow models are reliable by showing good agreement with the test results.

• 이재진(강남대학교 건축공학과 학부과정) | Lee Jae-Jin
• 유경환(바로건설기술 사원) | Yoo Kyoung-Hwan
• 황원주(강남대학교 건축공학과 학부과정) | Hwang Won-Ju
• 하상수(강남대학교 건축공학과 부교수, 공학박사) | Ha Sang-Su 교신저자