In this study, the flexural performance of concrete beams containing recycled aggregate was evaluated. The test variable are recycled coarse aggregate content of 0, 30, 50, and 100%. As a result of the analysis, the prediction result of the flexural strength of the concrete beam underestimates the actual flexural strength.

• 양인환(군산대학교 토목공학과 교수, 공학박사) | Yang, In Hwan
• 전병관(군산대학교 토목공학과, 석사과정) | Jeon, Byeong Gwan
• 최정선(군산대학교 토목공학과, 석사과정) | Choe, Jeong seon