Advertisement

Model for Vertical Dynamic Analysis of the Vehicle-Track Coupling System

  • Xiaoyan LeiEmail author
Chapter
  • 1.2k Downloads

Abstract

With the sustained and rapid social and economic development in China, there is an increasing demand for railway passenger and freight transport, making it vital and urgent for freight trains to increase their capacity and passenger trains to improve their speed and riding quality on the premise of assuring traffic safety.

Keywords

Mass Matrix Beam Element Suspension System Vehicle Model Equivalent Stiffness 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

  1. 1.
    Lei X (2002) New methods of track dynamics and engineering. China Railway Publishing House, BeijingGoogle Scholar
  2. 2.
    Knothe K, Grassie SL (1993) Modeling of railway track and vehicle/track interaction at high frequencies. Vehicle Syst Dyn 22(3/4):209–262CrossRefGoogle Scholar
  3. 3.
    Trochanis AM, Chelliah R, Bielak J (1987) Unified approach for beams on elastic foundation for moving load. J Geotech Eng 112:879–895CrossRefGoogle Scholar
  4. 4.
    Ono K, Yamada M (1989) Analysis of railway track vibration. J Sound Vib 130(2):269–297Google Scholar
  5. 5.
    Grassie SL, Gregory RW, Harrison D, Johnson KL (1982) The dynamic response of railway track to high frequency vertical excitation. J Mech Eng Sci 24:77–90CrossRefGoogle Scholar
  6. 6.
    Cai Z, Raymond GP (1992) Theoretical model for dynamic wheel/rail and track interaction. In: Proceedings of the 10th international wheelset congress, Sydney, Australia, pp 127–131Google Scholar
  7. 7.
    Jenkins HH, Stephenson JE, Morland GA, Lyon D (1974) The effect of track and vehicle parameters on wheel/rail vertical dynamic forces. Railw Eng J 3:2–16Google Scholar
  8. 8.
    Kerr AD (1989) On the vertical modulus in the standard railway track analyses. Rail Int 235(2):37–45Google Scholar
  9. 9.
    Ishida M, Miura S, Kono A (1998) Track deforming characteristics and vehicle running characteristics due to the settlement of embankment behind the abutment of bridges. RTRI Rep 12(3):41–46Google Scholar
  10. 10.
    Nielsen JCO (1993) Train/track interaction: coupling of moving and stationary dynamic system. Dissertation, Chalmers University of Technology, Gotebory, SwedenGoogle Scholar
  11. 11.
    Kisilowski J, Knothe K (1991) Advanced railway vehicle system dynamics. Wydawnictwa Naukowo- Techniczne, Warsaw, pp 74–78Google Scholar
  12. 12.
    Zhai WM, Sun X (1994) A detailed model for investigating vertical interactions between railway vehicle and track. Vehicle Syst Dyn Supp 23:603–615Google Scholar
  13. 13.
    Ishida M, Miura S, Kono A (1997) Track dynamic model and its analytical results. RTRI Rep 11(2):19–26Google Scholar
  14. 14.
    Ishida M (2000) The past and future of track dynamic models. RTRI Rep 14(4):1–6MathSciNetGoogle Scholar
  15. 15.
    Snyder JE, Wormley DN (1977) Dynamic interactions between vehicle and elevated, flexible, randomly irregular guide ways. J Dyn Control Syst 99:23–33CrossRefGoogle Scholar
  16. 16.
    Roberts JB, Spanos PD (1990) Random vibration and statistical linearization. Wiley, New JerseyGoogle Scholar
  17. 17.
    Shinozuka M (1971) Simulation of multivariate and multidimensional random processes. J Acoustical Soc Am 49(1):357–368CrossRefGoogle Scholar
  18. 18.
    Yang F, Fonder GA (1996) An iterative solution method for dynamic response of bridge-vehicles systems. J Earthq Eng Struct Dyn 25:195–215CrossRefGoogle Scholar
  19. 19.
    Lei X, Wang J (2014) Dynamic analysis of the train and slab track coupling system with finite elements in a moving frame of reference. J Vib Control 20(9):1301–1317MathSciNetCrossRefGoogle Scholar
  20. 20.
    Zhai W (2007) Vehicle-track coupling dynamics, 3rd edn. Science Publishing House, BeijingGoogle Scholar
  21. 21.
    Lei X, Zhang B, Liu Q (2010) Model of vehicle track elements for vertical dynamic analysis of vehicle track system. J Vib Shock 29(3):168–173Google Scholar
  22. 22.
    Feng Q, Lei X, Lian S (2008) Vibration analysis of high-speed tracks vibration with geometric irregularities. J Railw Sci Eng 21(6):559–564Google Scholar
  23. 23.
    Zienkiewicz OC (1977) The finite element method, 3rd edn. McGraw-Hill Inc., New YorkGoogle Scholar
  24. 24.
    Lei X (2000) The finite element method. China Railway Publishing House, BeijingGoogle Scholar

Copyright information

© Science Press, Beijing and Springer Nature Singapore Pte Ltd. 2017

Authors and Affiliations

  1. 1.Railway Environmental Vibration and Noise Engineering Research Center of the Ministry of EducationEast China Jiaotong UniversityNanchangChina

Personalised recommendations