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The Scientific World Journal
Volume 2014 (2014), Article ID 363547, 10 pages
http://dx.doi.org/10.1155/2014/363547
Research Article

Analysis of the Influence of Cracked Sleepers under Static Loading on Ballasted Railway Tracks

1Institute for Multidisciplinary Mathematics, Polytechnic University of Valencia, Camino de Vera s/n, 46022 Valencia, Spain
2Foundation for the Research and Engineering in Railways, 160 Serrano, 28002 Madrid, Spain

Received 9 June 2014; Revised 1 August 2014; Accepted 27 August 2014; Published 28 October 2014

Academic Editor: Sakdirat Kaewunruen

Copyright © 2014 Laura Montalbán Domingo et al. 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. C. Esveld, Modern Railway Track, MRT-Productions, Zaltbommel, The Netherlands, 2nd edition, 2001.
  2. A. M. Remennikov and S. Kaewunruen, “A review of loading conditions for railway track structures due to train and track vertical interaction,” Structural Control and Health Monitoring, vol. 15, no. 2, pp. 207–234, 2008. View at Publisher · View at Google Scholar · View at Scopus
  3. M. Murray and Z. Cai, “Literature review on the design of railway prestressed concrete sleeper,” RSTA Research Report, 1998. View at Google Scholar
  4. S. Kaewunruen, Experimental and numerical studies for evaluating dynamic behaviour of prestressed concrete sleepers subject to severe impact loading [Ph.D. thesis], School of Civil, Mining & Environmental Engineering, University of Wollongong, 2007.
  5. D. W. Barke and W. K. Chiu, “A review on the effect of out-of-round wheels on track and vehicle components,” Proceedings of the Institution of Mechanical Engineers Part F, vol. 219, no. 3, pp. 151–175, 2005. View at Google Scholar
  6. S. Kaewunruen and A. M. Remennikov, “Effect of improper ballast packing/tamping on dynamic behaviors of on-track railway concrete sleeper,” International Journal of Structural Stability and Dynamics, vol. 7, no. 1, pp. 167–177, 2007. View at Publisher · View at Google Scholar · View at Scopus
  7. R. Gustavson and K. Gylltoft, “Influence of cracked sleepers on the global track response: coupling of a linear track model and non-linear finite element analyses,” Proceedings of the Institution of Mechanical Engineers F: Journal of Rail and Rapid Transit, vol. 216, no. 1, pp. 41–51, 2002. View at Publisher · View at Google Scholar · View at Scopus
  8. C. S. Desai, M. M. Zaman, and H. J. Siriwardane, “Numerical models for track supported structures,” International Journal of the Geotechnical Engineering, vol. 108, no. 3, 1982. View at Google Scholar
  9. V. A. Profillidis, “Applications of finite element analysis in the rational design of track bed structures,” Computers and Structures, vol. 22, no. 3, pp. 439–443, 1986. View at Publisher · View at Google Scholar · View at Scopus
  10. J. T. Shahu and N. S. V. K. Rao, “Parametric study of resilient response of tracks with a sub-ballast layer,” Canadian Geotechnical Journal, vol. 36, no. 6, pp. 1137–1150, 1999. View at Publisher · View at Google Scholar · View at Scopus
  11. UIC, Earthworks and Track Bed Construction for Railway Lines, UIC 719, International Union of Railways, Paris, France, 1984.
  12. Ministerio de fomento/Secretaria de estado de Infraestructuras y transportes, Recomendaciones para el Proyecto de Plataformas Ferroviarias, Centro de publicaciones, Bogotá, Colombia, 1999.
  13. M. Shanin, “Investigation into some design aspects of ballasted railway track substructure,” in Proceedings of the Conference on Railway Engineering, Perth, Australia, September 2008.
  14. J. T. Shahu, A. Sharma, and K. G. Sharma, “Numerical modelling of railway tracks with ballast and sub-ballast layers using critical state parameters,” in Proceedings of the 12th International Conference on Computer Methods and Advances in Geomechanics (IACMAG '08), Goa, India, October 2008. View at Scopus
  15. H. Feng, “3D-models of railway track for dynamic analysis,” Division of Highway and Railway Engineering. Department of Transport Science. School of Architecture and the Built Environment. Royal Institute of Technology. Stockholm, Sweden, 2011.
  16. I. Gallego Giner and A. López Pita, “Numerical simulation of embankment-structure transition design,” Proceedings of the Institution of Mechanical Engineers F: Journal of Rail and Rapid Transit, vol. 223, no. 4, pp. 331–343, 2009. View at Publisher · View at Google Scholar · View at Scopus
  17. F. Schnack, Ó. Ramón Ramos, J. Patricio Reyes et al., “Relative displacement method for track-structure interaction,” The Scientific World Journal, vol. 2014, Article ID 397515, 7 pages, 2014. View at Publisher · View at Google Scholar
  18. Q. Fu and C. Zheng, “Three-dimensional dynamic analyses of track-embankment-ground system subjected to high speed train loads,” The Scientific World Journal, vol. 2014, Article ID 924592, 19 pages, 2014. View at Publisher · View at Google Scholar
  19. X. Zhang, Z. Zhu, and H. Liu, “Fracture property of Y-shaped cracks of brittle materials under compression,” The Scientific World Journal, vol. 2014, Article ID 192978, 7 pages, 2014. View at Publisher · View at Google Scholar
  20. P. Lin, H. Liu, Q. Li, and H. Hu, “Effects of outlets on cracking risk and integral stability of super-high arch dams,” The Scientific World Journal, vol. 2014, Article ID 312827, 19 pages, 2014. View at Google Scholar
  21. P. Molyneux-Berry, C. Davis, and A. Bevan, “The influence of wheel/rail contact conditions on the microstructure and hardness of railway wheels,” The Scientific World Journal, vol. 2014, Article ID 209752, 16 pages, 2014. View at Publisher · View at Google Scholar
  22. S. Yan, “Development and application of structural health monitoring system based on piezoelectric sensors,” International Journal of distributed Sensors Networks, vol. 2013, Article ID 270927, 12 pages, 2013. View at Publisher · View at Google Scholar
  23. L. Montalbán, C. Zamorano, C. Palenzuela, and J. I. Real, “Finite element modelling of cracked railway pre-stressed concrete sleepers,” European Journal of Environmental and Civil Engineering, 2014. View at Publisher · View at Google Scholar
  24. I. Gallego, Heterogeneidad resistente de las vías de alta velocidad: transición terraplén-estructura [Ph.D. thesis], Universidad de Castilla-La Mancha, Ciudad Real, Spain, 2006, (Spanish).
  25. D. C. Drucker and W. Prager, “Soil mechanics and plastic analysis or limit design,” Quarterly of Applied Mathematics, vol. 10, pp. 157–165, 1952. View at Google Scholar · View at Zentralblatt MATH · View at MathSciNet
  26. D. Li and E. T. Selig, “Method for railroad track foundation design. I: development,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 124, no. 4, pp. 316–322, 1998. View at Google Scholar · View at Scopus
  27. K. Giannakos, “Influence of rail pad stiffness on track stressing, life-cycle and noise emission,” in Proceedings of the 2nd International Conference on Sustainable Construction Materials and Technologies, Special Technical Proceedings, Università Politecnica delle Marche, Ancona, Italy, June 2010.