콘크리트 강도에 따른 강섬유 보강기둥의 성능비교

Comparison of Steel Fiber Reinforced Column Capacity Using Ordinary and High Strength Concrete

  • 장극관 (서울산업대학교 건축공학과) ;
  • 이현호 (동양대학교 건축학부) ;
  • 문상덕 (서울산업대학교 건축공학과)
  • 발행 : 2001.11.01

초록

Since the steel fiber used in concrete to improve shear and ductility capacity, a number of laboratory tests have been studied to define shear strengthening effect according steel fiber contents in concrete. This study investigates shear strengthening effect of steel fiber in RC columns according to compression strength of concrete. From the structural performance test, following conclusions can be made; the maximum enhancement of shear strengthening effect can be achieved at about 1.0 %~l.5 % of steel fiber contents in comparison with shear capacity ratio, and ductility capacity slightly improved as steel fiber contents increased.

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