This study investigates the effects of compressive strengths on mechanical properties of concrete with compressive strengths of 40 and 80 MPa. In this study, The steel fiber an aspect ratio of 64 and a tensile strength of 1,600 MPa used. As the result, There are no significant effect of fiber tensile strength on mechanical properties of normal strength SFRC. For high strength SFRC, Specimen with high strength fiber have superior performance then that with normal strength fiber.

Abstract
 1. 서 론
 2. 실험계획 및 방법
 3. 실험결과
 4. 결 론
 참고문헌

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