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

Korea Concrete Institute (한국콘크리트학회)
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Experimental Study on Shear Behavior of HPFRCC Beam

HPFRCC Beam 부재의 전단거동에 관한 실험적 연구

  • 송태화 (서울대학교 토목공학과) ;
  • 이성철 (서울대학교 토목공학과) ;
  • 신경준 (서울대학교 토목공학과) ;
  • 장승필 (서울대학교 토목공학과)
  • Published : 2006.11.04
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Abstract

In this research, bending shear test of HPFRCC beams is conducted to obtain the shear strength of HPFRCC beams. Parameters are ratio of volume percentage of fibers. Also, the uniaxial tensile test of HPFRCC is conducted to obtain the tensile cracking stress of each parameters. From the uniaxial tensile test result, the shear strength of HPFRCC beams can be calculated by using the preexisting shear analysis model. Then, the shear strengths of bending shear test result and analysis result are compared.

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