Table of Contents Author Guidelines Submit a Manuscript
Shock and Vibration
Volume 2016, Article ID 4985265, 11 pages
Research Article

Dynamic Response Analysis of an Asymmetric Coupled Vehicle-Track System Generated by Voided Elastic Two-Block Sleeper

1Metro Design and Research Institute of China Railway Eryuan Engineering Group Co. Ltd., Chengdu 610031, China
2Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China

Received 13 July 2015; Accepted 6 September 2015

Academic Editor: Nuno M. Maia

Copyright © 2016 Zhenxing He and Xinwen Yang. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. E. L. Olsson and P. Zackrisson, Long-Term Measurement Results, Swedish National Road Administration, Borlänge, Sweden, 2002.
  2. S. Auguetin, G. Gudehus, G. Huber, and A. Schünemann, “Numerical model and laboratory tests on settlement of ballast track,” in System Dynamics and Long-Term Behaviour of Railway Vehicles, Track and Subgrade, vol. 6 of Lecture Notes in Applied Mechanics, pp. 317–336, Springer, Berlin, Germany, 2003. View at Publisher · View at Google Scholar
  3. S. L. Grassie and S. J. Cox, “Dynamic response of railway track with unsupported sleepers,” Transport Engineering, vol. 199, no. 2, pp. 123–135, 1985. View at Google Scholar
  4. M. Ishida, T. Moto, A. Kono, and Y. Jin, “Influence of loose sleeper on track dynamics and bending fatigue of rail welds,” Quarterly Report of RTRI, vol. 40, no. 2, pp. 80–85, 1999. View at Google Scholar · View at Scopus
  5. W. M. Zhai, Vehicle-Track Coupled Dynamics, Science Press, Beijing, China, 3rd edition, 2007 (Chinese).
  6. C.-H. Zou, S.-H. Zhou, and B.-L. Wang, “Calculation method of unsupported sleepers caused by differential subgrade settlement of ballasted track,” Journal of the China Railway Society, vol. 35, no. 1, pp. 87–92, 2013 (Chinese). View at Publisher · View at Google Scholar · View at Scopus
  7. Z. H. He, “The dynamic influences of the sleeper gap in urban rail transit,” Railway Engineering, vol. 3, pp. 86–88, 2010 (Chinese). View at Google Scholar
  8. J. Xiang, H. Yang, and D. He, “Research on the responses of vertical vibration of train-track system due to voided sleepers,” Journal of Railway Science and Engineering, vol. 4, no. 1, pp. 8–12, 2007 (Chinese). View at Google Scholar
  9. A. Z. Jabbar, H. Xia, and J. J. Fan, “Effects of unsupported sleeper on dynamic responses of railway track,” Journal of Northern Jiaotong University, vol. 24, no. 1, pp. 50–55, 2000. View at Google Scholar
  10. X. B. Xiao, X. S. Jin, and Z. F. Wen, “Effect of hard spot on dynamic response of railway sleeper,” Journal of Traffic and Transportation Engineering, vol. 24, no. 1, pp. 50–55, 2000 (Chinese). View at Google Scholar
  11. J. Zhang, C. H. Wu, X. B. Xiao, Z. Wen, and X. Jin, “Effect of unsupported sleepers on sleeper dynamic response,” Journal of Southwest Jiaotong University, vol. 45, no. 2, pp. 203–208, 2010 (Chinese). View at Publisher · View at Google Scholar · View at Scopus
  12. Z. Y. Shen, J. K. Hedrick, and J. A. Elkins, “A comparison of alternative creep force models for rail vehicle dynamic analysis,” in Proceedings of the 8th IAVSD Symposium, pp. 591–605, Cambridge, Mass, USA, January 1984.
  13. W.-M. Zhai, “Two simple fast integration methods for large-scale dynamic problems in engineering,” International Journal for Numerical Methods in Engineering, vol. 39, no. 24, pp. 4199–4214, 1996. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at MathSciNet · View at Scopus