Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Experimental Study of Behavior in I Shaped RC Beams without stirrups using Ultra High Performance Cementitious Composite

UHPCC를 사용한 전단보강이 없는 I형 보의 거동에 대한 실험적 연구

  • 강수태 (한국건설기술연구원 구조연구부) ;
  • 박정준 (한국건설기술연구원 구조연구부) ;
  • 김성욱 (한국건설기술연구원 구조연구부) ;
  • 한상묵 (금오공과대학교 토목공학과) ;
  • 전상은 (삼성물산(주)) ;
  • 이장화 (한국건설기술연구원 기획조정실)
  • Published : 2004.11.01
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Abstract

Recently, Many researchers are interested in ultra-high performance cementitious compostie characterized by high strength and high durability and trying to apply for structural members. In this paper, twelves fiber-reinforced UHPCC with high compressive strength over 150MPa I shaped beam without stirrups were tested under various conditicns to investigate the mechanical behavior of UHPCC I shaped beam without stirrups. Variables considered in this study includes steel fiber volume fraction, reinforcememt steel ratio, and shear spar ratio.

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