• DocumentCode
    2459669
  • Title

    Research on elasticity of ballastless track in high-speed railway

  • Author

    Li, Hua

  • Author_Institution
    Coll. of Traffic & Transp., Southwest Jiaotong Univ., Chengdu, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    4333
  • Lastpage
    4335
  • Abstract
    The high-speed railway of China mainly adopt the structure of ballastless track. When trains run in high-speed, the vibration strength and anti-impact capacity born on the track are directly linked to structural elasticity of the track. The vibration strength has a direct influence on trains´ stationarity and security, and will make a noise to ambient environment. Based on track bed of ballastless track, sensitivity analysis on structural elasticity shows that improving the track bed situation, raising the elasticity of resilient pad under the rail and focusing on the uniformity of longitudinal elasticity in rail are very crucial to track elasticity.
  • Keywords
    elasticity; rails; rapid transit systems; sensitivity analysis; vibrations; China; antiimpact capacity; ballastless track elasticity; high-speed railway; longitudinal elasticity; resilient pad; sensitivity analysis; structural elasticity; track bed; train security; train stationarity; vibration strength; Elasticity; Electronic ballasts; Focusing; Rail transportation; Rails; Sensitivity analysis; Vibrations; ballastless track; elasticity of track; situation of track bed; under-rail pad;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-9172-8
  • Type

    conf

  • DOI
    10.1109/RSETE.2011.5965290
  • Filename
    5965290