This paper examines the effect of steel fiber volume fraction on compressive and flexural properties of high-strength concrete with compressive strength of 40 MPa. The fiber volume fractions used in this study consist of 0.5, 0.75 and 1.0%. The prisms with 150x150x550 mm were made and tested in accordance with EN-14651.

• 임성훈(충남대학교 건축공학과) | Lim, Seong Hoon
• 정권영(충남대학교 건축공학과) | Jeong, Gwon Young
• 장석준(충남대학교 건축공학과) | Jang, Seok Joon
• 윤현도(충남대학교 건축공학과) | Yun, Hyun Do 교신저자