Fatigue Behavior Evaluation for Railway Turnout Crossing using the Field Test

현장측정을 통한 분기기 망간 크로싱의 피로거동 평가

  • 송선옥 (서울산업대학교 철도전문대학원 철도건설공학과, 현대산업개발(주) 토목사업본부 기술영업팀) ;
  • 엄맥 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 양신추 (한국철도기술연구원 궤도구조연구팀) ;
  • 박용걸 (서울산업대학교 철도전문대학원)
  • Published : 2006.11.09

Abstract

The major objective of this study is to investigate the fatigue behavior evaluation of immovability crossing for railway turnout by the field test. In railway engineering, an appliance is necessary to allow a vehicle to move from one track to another. This appliance came to be known technically as turnout. So, turnout is required very complex railway technologies such as rolling stock, track. Due to the plan under the application of high speed train, turnout are needed more stable for fatigue behaviors. It analyzed the mechanical behaviors of turnout crossing with propose its advanced technical type on the field test and fatigue evaluation for the dynamic fatigue characteristics. As a result, the advanced type crossing are obviously effective for the fatigue damage ratio and dynamic response which is non-modified type. The analytical and experimental study are carried out to investigate the passing path of contact surface and fatigue damage trend decrease dynamic stresses and deflections on advanced crossing type. And the advanced type reduce dynamic fatigue damage ratio and increase fatigue life(about each 38%)more than non-modified type. From the field test results of the servicing turnout crossing, it is evaluated that the modification of contact angle, weight, material and sectional properties is very effective for ensure against fatigue risks.

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