The purpose of this study is to evaluate the flexural performance of a SHCC (Strain Hardening
Cementitious Composites) panel which was manufactured by steam curing method for precast slab system. From the bending test result, it was found that the SHCC panel showed approximately 7.32 MPa of maximum flexural strength, 58 mm of mid-span deflection appearing excellent strain hardening behavior and multiple micro cracks between bending moment section of the specimen.

• 방진욱(충남대학교 토목공학과, 박사과정) | Bang, Jin Wook
• 이병재(충남대학교 토목공학과, 공학박사) | Lee, Byung Jae
• 현정환(충남대학교 토목공학과, 박사과정) | Hyun, Jung Hwan
• 서지석(충남대학교 토목공학과, 석사과정) | Seo, Ji Seok
• 김윤용(충남대학교 토목공학과 교수, 공학박사) | Kim, Yun Yong Corresponding Author