• DocumentCode
    2450760
  • Title

    Study on vehicle-track system vibration characteristic of steel spring floating slab track

  • Author

    Sun, Xiaojing ; Nie, Yiguo ; Zhang, Dunfu ; Li, Shucai ; Xue, Yiguo

  • Author_Institution
    Dept. of Eng. Mech., Shandong Univ., Jinan, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    2625
  • Lastpage
    2628
  • Abstract
    After establishing the vehicle-track finite element model, the system vibration characteristic is analysised. With the method of modal and harmonic response analysis, the effects on the riding comfort and foundation reaction of different steel spring stiffness and damping were studied. The sperling index reflects the riding comfort. At the same time, the foundation reaction and the force transmission rate were given according to vibration theory. Analysis results indicate: low frequency have a major impact on the system vibration. The greater steel spring stiffness is, the better the riding comfort is and the greater foundation reaction is. Hence, in the engineering, proper steel spring should be chosen to meet the requirements of riding comfort and environmental vibration standard.
  • Keywords
    damping; elasticity; finite element analysis; harmonic analysis; springs (mechanical); steel; vehicle dynamics; vibrations; Sperling index; damping; environmental vibration standard; force transmission rate; foundation reaction; harmonic response analysis; riding comfort; steel spring floating slab track; stiffness; vehicle-track finite element model; vehicle-track system vibration characteristic; Analytical models; Finite element methods; Force; Slabs; Springs; Steel; Vibrations; finite element; foundation reaction; harmonic response analysis; riding comfort; steel spring stiffness;
  • 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.2011.5964853
  • Filename
    5964853