Test and Development of Fatigue Assesement System for Steel Railway Bridges

강철도교 피로평가 시스템 개발 및 검증

  • 경갑수 (한국해양대학교 건설환경공학부) ;
  • 최일윤 (한국철도기술연구원 자기부상 철도연구팀) ;
  • 이준석 (한국철도기술연구원 궤도 토목 연구본부) ;
  • 김이현 (한국철도기술연구원 철도구조물 연구팀) ;
  • 박진우 (한국해양대학교 건설환경공학부)
  • Published : 2005.11.01

Abstract

In order to evaluate that factors such as span length, member type and train loading affected on fatigue of steel railway bridges, in this paper, a series of field tests were carried out for some plate girder bridges. From the result estimated by rainflow counting method to analyze real strain-time curve obtained from the field test, it was known that the fatigue effect is more significant in the bridges having short span length and the secondary members regardless of train load types.

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