An Experimental Study on the Load Carrying Capacity and Deformation Properties of Steel Fiber Reinforced Concrete Slab

강섬유보강 콘크리트 슬래브의 내력 및 변형특성에 관한 실험적 연구

  • 박승범 (충남대학교 토목공학과) ;
  • 조광연 (충남대학교 토목공학과) ;
  • 신동기 (동부건설(주) 기술연구소) ;
  • 장석호 (충남대학교 토목공학과) ;
  • 김부일 (충남대학교 토목공학과)
  • Published : 1997.10.01

Abstract

This study is aimed to investigate the effect of load and deflection on steel fiber reinforced concrete slab. Slabs were made with Hooked and Straight types steel fiber and compared a change of steel fiber contents and fiber types. Test were carried out to evaluate he first crack load, maximum load and deflection of slab. At the result, the first crack load, maximum load and energy absorption capacity were increased remarkably as steel fiber contents wee increased. And we found that the deflection of slab at same load ere decreased as steel fiber contents were increased, too. As the aspect ration was increased, the first crack load, maximum load and energy absorption capacity were increased.

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