The Behaviour of Track/Railway Bridge according to Pad Stiffness of Fastener System on Concrete Slab Track

콘크리트슬래브궤도 체결장치의 패드강성에 따른 궤도/교량의 거동 분석

  • 이준호 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 성덕룡 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 박용걸 (서울산업대학교 철도전문대학원) ;
  • 김성일 (한국철도기술연구원 궤도토목연구본부)
  • Published : 2008.06.12

Abstract

Construction of concrete slab track is trending to increase gradually in national and international for reduction in track maintenance cost and secure of ride comfort. But elastic pad becomes superannuated due to repeated train operation. After all, it brings change of pad stiffness and it could directly act on track and bridge as load transmission and impact force. In this study, we carried out laboratory test changing pad stiffness after making a model of 15m bridge and laying concrete slab track. Also, we carried out static and dynamic behaviors test(stress, natural frequency, damping ratio, vibrational acceleration, deflection) of bridge and track and experimentally analyzed them by change of elastic pad stiffness on rail fastener.

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