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Effect of temperature gradient on track-bridge interaction

  • Received : 2011.08.16
  • Accepted : 2011.11.27
  • Published : 2012.03.25

Abstract

Considerable longitudinal rail forces and displacements may develop in continuous welded rail (CWR) track on long-span bridges due to temperature variations. The track stability may be disturbed due to excessive relative displacements between the sleepers and ballast bed and the accompanied reduction in frictional resistance. For high-speed tracks, however, solving these problems by installing rail expansion devices in the track is not an attractive solution as these devices may cause a local disturbance of the vertical track stiffness and track geometry which will require intensive maintenance. With reference to temperature, two actions are considered by the bridge loading standards, the uniform variation in the rail and deck temperature and the temperature gradient in deck. Generally, the effect of temperature gradient has been disregarded in the interaction analysis. This paper mainly deals with the effect of temperature gradient on the track-bridge interaction with respect to the support reaction, rail stresses and stability. The study presented in this paper was not mentioned in the related codes so far.

Keywords

References

  1. Cutillas, A.M. (2009), "Track-bridge interaction problems in bridge design", Track-bridge interaction on highspeed railways, Eds. Calcada R. et al., CRC Press, Taylor & Francis Group London, UK. Chapter 3:19-28.
  2. Davis, S.G. (2009), "Controlling track-structure interaction in seismic conditions", Track-bridge interaction on high-speed railways, Eds. Calcada R. et al., CRC Press, Taylor & Francis Group London, UK. Chapter 4:29-35.
  3. Dutoit, D. (2009), "New evolution for high speed rail line bridge design criteria and corresponding design procedures", Track-bridge interaction on high-speed railways, Eds. Calcada R. et al., CRC Press, Taylor & Francis Group London, UK. Chapter 1:1-6
  4. ERRI D 202, RP (1994), "Proposal for theoretical model investigations concerning CWR".
  5. ERRI D 202, RP2 (1995), "Review of existing experimental work on behavior of CWR track".
  6. ERRI D 202, RP4 (1997), "Stability of continuous welded rail track".
  7. ERRI D 202, RP5 (1997), "Analysis of factors that influence the longitudinal behavior of CWR track including lateral movement of sharp cuves".
  8. Esveld, C. (1996), "How Safe is CWR?", WCRR, Colorado Springs.
  9. Esveld, C. (2001), "Modern railway track", MRT Productions, Zaltbommel.
  10. Esveld, C., Delhaz, R.C.M., Godart, P. and Mijs, J. (1995), "Avoidance of expansion joints in high-speed CWR track on long bridges", Rail Eng. Int., 24(3), 7-9.
  11. Fryba, L. (1985), "Thermal interaction of long welded rails with railway bridges", Rail. Eng. Int., 16(3), 5-24.
  12. Fryba, L. (1996), "Dynamics of railway bridges", Thomas Telford, London.
  13. Fryba, L. (1997), "Continuous welded rail on railway bridges", World Congress on Railway Research, Firenze.
  14. Kerr, A.D. (1972), "The continuously supported rail subjected to an axial force and moving load", Int. J. Mech. Sci. 14, 71-78. https://doi.org/10.1016/0020-7403(72)90007-0
  15. Kish, A. and Samavedam, G. (1991), "Dynamic buckling of continuous welded rail track: Theory, tests, and safety concepts". Trans. Res. Board Proc., 1289, 23-38.
  16. Rajamani, R. (1987), "Long welded rails on girder bridges", P-Way Bulletin.
  17. Ruge, P. and Birk, C. (2006), "Longitudinal forces in continuously welded rails on bridge decks due to nonlinear track-bridge interaction", Comput. Struct., 85, 458-475.
  18. Ruge, P., Widarda, D.R., and Birk, C. (2009), "Longitudinal track-bridge interaction for load-sequences", Trackbridge interaction on high-speed railways, Eds. Calcada R. et al., CRC Press, Taylor & Francis Group London, UK. Chapter 10:109-127.
  19. Samavedam, G., Kish, A., Purple, A. and Schoengart, J. (1993), "Parametric analysis and safety concepts of CWR buckling", US DOT-VNTSC-FRA-93-25.
  20. UIC code 774-3R (2001) 2nd edition, "Track/bridge Interaction: Recommendations for calculations", Paris, France.
  21. Van, M.A. (1997), Stability of continuous welded rail track, Delft University Press, Dissertation TU Delft.
  22. Van, M.A. and Dieterman, H.A. (1995), "Sensitivity analysis of buckling of curved CWR track and a Fly-over study", TU Delft, Rp 3.21.1.22.33.

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