A Study on the Sensitivity of Influencing Parameters on Axial Force in CWR on a Viaduct

교량상 장대레일의 축력 영향인자의 민감도 분석에 관한 연구

  • 전희광 (한국철도시설공단, 건설본부 건설계획팀) ;
  • 최진유 (한국철도기술연구원, 차륜궤도연구실) ;
  • 최일윤 (한국철도기술연구원, 차륜궤도연구실) ;
  • 양신추 (한국철도기술연구원, 차륜궤도연구실) ;
  • 정장용 (한국철도시설공단, KR기술연구소)
  • Published : 2008.11.13

Abstract

Trouble by excessive axial stress in CWR layed on a bridge is frequently happen, and this problem is induced from lack of considering on the track/structure interface on preliminary design stage. In this study, the sensitivity evaluation for the major influencing parameters, that is, expansion length of span, stiffness of super structure, arrangement of bearing, and strength of sub-structure, to the axial force in CWR on a bridge is conducted. From the sensitivity study, the guideline to reduce axial force efficiently in CWR for bridge engineer was suggested. The suggested guideline may not applicable for every case, but it is helpful for preliminary design of bridge.

Keywords