Analytical Study on the Development of High-Performance Orthotropic Steel Deck considered the Fatigue Behaviors of Structural Details

구조 상세부의 피로거동을 고려한 고성능 강바닥판 개발에 관한 해석적 연구

  • Received : 2006.03.14
  • Accepted : 2006.07.19
  • Published : 2006.08.27


Various fatigue damages have been reported in orthotropic steel deck structures put upon girders. These damages are caused by complex behaviors of the deck, which is directly subjected to vehicle loads. To estimate the causes of fatigue cracks at the welded connected parts of the trough rib and the flor beam, and the trough rib and the deck plate, in orthotropic steel deck structures, FE analyses were first, performed in this study. Parameter studies were carried out to suggest effective structural details that consider fatigue, in which the main parameters are the thickness of the deck plate, the shape of the connection of the trough rib and the flor beam such as the slit form, and the welding length. This study suggests that the effective structural details improved the fatigue strength and discusses.


Supported by : 산업자원부


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