This paper provides the flexural test results of steel fiber reinforced concrete (SFRC) prisms with different aspect ratios of steel fibers (60 and 67). All mixtures have specific compressive strength of 40 MPa and steel fiber volume fraction of 0.75%. According to ASTM C 1609 and EN-14651, SFRC prisms with 150×150×550 mm were made and tested under bending loading. Test results indicated that the aspect ratio of hooked-end steel fibers has insignificant effect on the first-cracking strength and flexural behavior of SFRC prisms.

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