Prediction of The Rail way Track's Vibration Behavior and Corresponding Experimental Verification

철도궤도의 동적특성 예측 및 실험적 검증 연구

  • 박희준 (홍익대학교 기계공학과 대학원) ;
  • 김관주 (홍익대학교 기계시스템디자인공학과) ;
  • 김재철 (한국철도기술연구원) ;
  • 이찬우 (한국철도기술연구원)
  • Published : 2004.11.01

Abstract

One of commercial rapid transits produces peculiar booming sound when passing through the slab-track tunnel. In order to analyze that tympanic membrane-pressing noise systematically, typical source-transfer path-response analysis was carried out. Considering the octave band of booming noise, work scope was confined to structure-borne noise analysis, especially the dynamic behaviour of railway tracks. Experimental modal analysis of railway tracks, composed of rail, rubber pad, sleeper, ballast, and ground were performed. The results shows that transversal bending modes of the rail are suspicious for the cause of the low band booming noise. Finite element analysis are made use of to match preceding experimental results, and plausible dynamic properties of track components are produced.

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