This paper presents the flexural test results of steel fiber reinforced concrete (SFRC) prisms with different lengths of steel fibers. The specified compressive strength of SFRC is 40 MPa. Two types of steel fiber used in this study have lengths (0.5 and 0.9mm). Test results indicated that steel fibers with longer length is more effective to improve the flexural performance of concrete prisms than steel fibers with shorter length.

• 박용도(충남대학교 건축공학과, 학사과정) | Park, Yong Do
• 정권영(충남대학교 건축공학과, 석사과정) | Jeong, Gwon Young
• 장석준(충남대학교 건축공학과, 박사과정) | Jang, Seok Joon
• 윤현도(충남대학교 건축공학과, 교수) | Yun, Hyun Do 교신저자