윤하중 피로실험을 통한 FRP-콘크리트 합성바닥판의 구조 거동 분석

Structural Behavior of FRP-Concrete Composite Bridge Deck for Rolling Fatigue

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

초록

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.

키워드