Experimental Study by Single and Double Face Shear Test of Bond Ability between Carbon Fiber Reinforced Plate and Concrete.

1면과 2면 인장전단 실험 방법에 따른 부착성능에 관한 실험적 연구

  • 강대언 (광운대학교 에센스 구조연구센터) ;
  • 우현수 (광운대학교 대학원) ;
  • 최기선 (한국건설기술연구원 건축연구부) ;
  • 양원직 (광운대학교 에센스 구조연구센터) ;
  • 유영찬 (한국건설기술연구원 건축연구부) ;
  • 이원호 (광운대학교 건축공학과)
  • Published : 2005.05.01

Abstract

The objective of this study is to find out discrepancy in ability of bond behavior between Carbon fiber-reinforced polymer(CFRP Plate) and concrete by method of experiment. For the objective, single and double face shear test were tested. From the experimental results, it was analyzed bond strength of FRP to concrete, distribution of stress and strain of FRP. The bond strength and the effective bond length was evaluated by the theory of existing studies. Effective bond length of single face test was smaller than it of double face test.

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