Study on the Utilization of Steel Fiber Reinforced Concrete for Efficient Structural Behavior in Slab System

슬래브의 효율적인 구조 거동을 위한 강섬유보강 콘크리트의 부분적 활용에 관한 실험적 연구

  • 윤영수 (고려대학교 토목환경공학과) ;
  • 데니스미첼 (캐나다 맥길대학교 토목공학과) ;
  • 최응규 (삼성물산 건설부분 기술연구소 수석연구원) ;
  • 박성균 (고려대학교 토목환경공학과 대학원)
  • Published : 1998.04.01

Abstract

To overcome the common deficiencies found in two-way slabs, such as excessive cracking around columns, excessive deflections and low punching shear strength, it was proposed to investigate the strategic use of steel fiber-reinforced concrete. Providing fiber-reinforced concrete results in an increase in the punching shear resistance, a significant increase in the ductility, greater post-cracking stiffness and better crack control.

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