The purpose of this study was to effects on flexural performance of SFRC prism with different fiber volume fraction. The test variables such as aggregate maximum size(8, 13, 20mm) and steel fiber volume faction(0, 1, 2%). Specimen size is 100×100×400mm and tested in for points loading. Test results indicated that increase the fiber volume fraction increase with flexural strength and smaller aggregate size more than higher performance with concrete.

• 장상혁(충남대학교 건축공학과 산업대학원, 석사과정) | Jang, Sang-Hyeok
• 이미화(충남대학교 건축공학과, 석사과정) | Lee, Mi-Hwa
• 장석준(충남대학교 건축공학과, 박사과정) | Jang, Seok-Joon
• 윤현도(충남대학교 건축공학과 교수, 공학박사) | Yun, Hyun-Do 교신저자