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

Korea Concrete Institute (한국콘크리트학회)
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Structural Behavior of FRP-Concrete Composite Bridge Deck for Rolling Fatigue

윤하중 피로실험을 통한 FRP-콘크리트 합성바닥판의 구조 거동 분석

  • 김성태 (한국건설기술연구원 구조연구부) ;
  • 조근희 (한국건설기술연구원 구조연구부) ;
  • 진원종 (한국건설기술연구원 구조연구부) ;
  • 조정래 (한국건설기술연구원 구조연구부) ;
  • 김병석 (한국건설기술연구원 구조연구부)
  • Published : 2005.05.01
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Abstract

Bridge deck is the element presenting the largest damage potentiality among the major bridge structural members. In the previous study, a new-type of FRP-concrete composite bridge deck system was proposed and its static performance was experimentally verified, This study aim at investigation of fatigue behavior such as failure mechanism through rolling fatigue test.

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