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

Korea Concrete Institute (한국콘크리트학회)
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Experimental Study of Flexural Behavior in RC Beams with strrup on Repair Thickness of DFRCC

DFRCC의 보강두께에 따른 전단보강 RC 부재의 휨 거동에 관한 실험적 연구

  • 김장호 (세종대학교 토목환경공학과) ;
  • 임윤묵 (연세대학교 토목공학과) ;
  • 이경민 (세종대학교 토목환경공학과) ;
  • 박정호 (세종대학교 토목환경공학과) ;
  • 홍종석 (세종대학교 토목환경공학과)
  • Published : 2005.11.01
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Abstract

The purpose of this study is to accurately understand the flexural behavior in RC beam with strrup on repair thickness of DFRCC. Using a four-point bending test, the shear strengths and shear stress-deflection relations of DFRCC repair RC specimens are obtained. The results show that DFRCC can be effectively used for repairing materials for concrete structures.

Keywords