This paper presents the mechanical properties of high performance fiber-reinforced concrete composites(HFCC) according to binder replacement rate. the compressive strength and single-axial tensile strength of HFCC were evaluated according to binder replacement rete. As a result of the test, the compression strength decreased as binder replacement rates increased, and B-20 mix properties expressed the most ideal tensile strain-stress curve.

Abstract
 1. 서 론
 2. 사용재료 및 실험방법
  2.1 사용재료
  2.2 실험방법
 3. 실험결과 및 고찰
 4. 결 론
 감사의 글
 참고문헌

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