Characteristics of Track Behaviors according to Accelerated Tilting Train Speed

틸팅차량 증속에 따른 기존선 궤도의 거동 특성

  • 신태형 (서울산업대학교 철도전문대학원 철도건설공학과) ;
  • 최정열 (서울산업대학교 철도전문대학원 뉴레일연구소 연구원) ;
  • 엄기영 (한국철도기술연구원) ;
  • 박용걸 (서울산업대학교 철도전문대학원 철도건설공학과)
  • Published : 2008.06.12

Abstract

A trial run of locally-developed tilting train has been in process on Chungbuk line since the test vehicle was first produced. For the system stabilization, interface verification among the systems including track, structure, catenary and signaling system, not to mention the rolling stock, is very crucial. In the area of wayside structure, the stability of track structure and train run shall be evaluated through the review of impact by increased speed by developed train on track structure. The study thus was intended to evaluate the impact on track while a tilting train is running the conventional line(ballast track), which is vulnerable to accelerated train speed. The evaluation of tilting train test running the part of Honam line was conducted to identify the impact on existing track performance by tilting train. To identify the performance of each part of track components while tilting train and high speed train were running the existing line, wheel load, rail bending stress, vertical displacement of rail and sleeper were compared so as to evaluate the expected impact by tilting train for improving the train speed.

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