In this study, the experiments were carried out in order that flexural behavior evaluated High-strength Concrete Beams reinfrced with FRP plates according ro replacement ration of recycled aggregate. As a result, maximum load was higher than existiong of unreinforced when the reinforced with FRP plates and no decrease in load about increased fo replacement ration of recycled aggregate. Some specimens was greater than ACI 440-2R referemce value.

• 김승훈(한밭대학교 건축공학과 부교수, 공학박사) | Kim, Seung Hun
• 이승호(한밭대학교 건축공학과 일반대학원, 석사과정) | Lee, Seung ho
• 이용택(한밭대학교 건축공학과 교수, 공학박사) | Lee, Yong Taeg
• 홍성욱(한밭대학교 도시건축재생기술연구소 연구교수, 공학박사) | Hong, Seung Uk