Safety evaluation of tilting train on circular curve

틸팅열차의 원곡선부 주행시 안전성 평가

  • 김상수 (한국철도기술연구원, 철도구조연구실) ;
  • 엄기영 (한국철도기술연구원, 철도구조연구실) ;
  • 배재형 (한국철도기술연구원, 철도구조연구실)
  • Published : 2010.06.10

Abstract

The safety of tilting train running on curved track is, in general, evaluated with a derailment coefficient calculated by the ratio of wheel load and lateral force, Particularly on curve, the wheel load and lateral force on rail may cause trackbed to be deformed, depending on their intensity, and moreover, often result in critical accident such as derailment. This study hence was intended to identify the cause of wheel load and lateral force so as to suggest the allowable wheel load reduction rate, lateral force limit and derailment coefficient, thereby quantitatively evaluating the operational safety of tilting train. This study therefore was aimed to analyze the wheel load and lateral force occurred during tilting train's operation on circular curve in such a way of comparing with traditional trains, by axle and speed, in a bid to eventually evaluate the operational safety of tilting train.

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