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Prediction of Vertical Dynamic Vehicle–Track Interaction and Sleeper–Ballast Contact Pressure in a Railway Crossing

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Advances in Dynamics of Vehicles on Roads and Tracks (IAVSD 2019)

Abstract

The vertical dynamic vehicle–track interaction in a railway crossing is simulated in the time domain based on a moving Green’s function approach in combination with an implementation of Kalker’s variational method to solve the non-Hertzian, and potentially multiple, wheel–rail contact. The method is demonstrated by calculating the wheel–rail impact load and the sleeper–ballast contact pressure for a hollow-worn wheel profile passing over a nominal crossing geometry.

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References

  1. Dahlberg, T.: Some railroad settlement models - a critical review. Proc. Inst. Mech. Eng. Part F: J. Rail Rapid Transit 215(4), 289–300 (2001)

    Article  Google Scholar 

  2. Pålsson, B.A.: Optimisation of railway crossing geometry considering a representative set of wheel profiles. Veh. Syst. Dyn. 53(2), 274–301 (2015)

    Article  Google Scholar 

  3. Wan, C., Markine, V.L., Shevtsov, I.Y.: Improvement of vehicle-turnout interaction by optimising the shape of crossing nose. Veh. Syst. Dyn. 52(11), 1517–1540 (2014)

    Article  Google Scholar 

  4. Kassa, E., Nielsen, J.C.O.: Dynamic interaction between train and railway turnout: full-scale field test and validation of simulation models. Veh. Syst. Dyn. 46(suppl 1), 521–534 (2008)

    Article  Google Scholar 

  5. Pålsson, B.A., Nielsen, J.C.O.: Dynamic vehicle-track interaction in switches and crossings and the influence of rail pad stiffness - field measurements and validation of a simulation model. Veh. Syst. Dyn. 53(6), 734–755 (2015)

    Article  Google Scholar 

  6. Johansson, A., Nielsen, J.C.O., Bolmsvik, R., Karlström, A., Lundéen, R.: Under sleeper pads-Influence on dynamic train-track interaction. Wear 265(9–10), 1479–1487 (2008)

    Article  Google Scholar 

  7. Grossoni, I., Bezin, Y., Neves, S.: Optimisation of support stiffness at railway crossings. Veh. Syst. Dyn. 56, 1072–1096 (2017)

    Article  Google Scholar 

  8. Li, X., Nielsen, J.C.O., Pålsson, B.A.: Simulation of track settlement in railway turnouts. Veh. Syst. Dyn. 52(supp1), 421–439 (2014)

    Article  Google Scholar 

  9. Påalsson, B.A.: Optimisation of railway switches and crossings. Ph.D. thesis. Department of Applied Mechanics, Chalmers University of Technology, Gothenburg, Sweden (2014)

    Google Scholar 

  10. Pascal, J.P., Sauvage, G.: Available methods to calculate the wheel/rail forces in non-hertzian contact patches and rail damaging. Veh. Syst. Dyn. 22(3–4), 263–275 (1993)

    Article  Google Scholar 

  11. Piotrowski, J., Kik, W.: A simplified model of wheel/rail contact mechanics for non-Hertzian problems and its application in rail vehicle dynamics. Veh. Syst. Dyn. 46(1–2), 27–48 (2008)

    Article  Google Scholar 

  12. Ayasse, J.B., Chollet, H.: Determination of the wheel rail contact patch in semi-Hertzian conditions. Veh. Syst. Dyn. 43(3), 161–172 (2005)

    Article  Google Scholar 

  13. Kalker, J.J.: Contact mechanical algorithms. Commun. Appl. Numer. Methods 4(1), 25–32 (1988)

    Article  MathSciNet  Google Scholar 

  14. Nordborg, A.: Wheel/rail noise generation due to nonlinear effects and parametric excitation. J. Acoust. Soc. Am. 111(4), 1772–1781 (2002)

    Article  Google Scholar 

  15. Mazilu, T.: Interaction between moving tandem wheels and an infinite rail with periodic supports - Green’s matrices of the track method in stationary reference frame. J. Sound Vib. 401, 233–254 (2017)

    Article  Google Scholar 

  16. Pieringer, A.: A numerical investigation of curve squeal in the case of constant wheel/rail friction. J. Sound Vib. 333(18), 4295–4313 (2014)

    Article  Google Scholar 

  17. Andersson, R., Torstensson, P.T., Kabo, E., Larsson, F.: An efficient approach to the analysis of rail surface irregularities accounting for dynamic train-track interaction and inelastic deformations. Veh. Syst. Dyn. 53(11), 1667–1685 (2015)

    Article  Google Scholar 

  18. Li, X., Torstensson, P.T., Nielsen, J.C.O.: Simulation of vertical dynamic vehicle-track interaction in a railway crossing using Green’s functions. J. Sound Vib. 410, 318–329 (2017)

    Article  Google Scholar 

  19. Pieringer, A.: Time-domain modelling of high-frequency wheel/rail interaction. Ph.D. thesis. Department of Civil and Environmental Engineering, Division of Applied Acoustics & Vibroacoustic Group, Chalmers University of Technology, Gothenburg, Sweden (2011)

    Google Scholar 

  20. Bolmsvik, R., Nielsen, J.C.O., Kron, P., Pålsson, B.A.: Switch sleeper specification. Technical report 2010-03, p. 54. Department of Applied Mechanics, Chalmers University of Technology, Gothenburg, Sweden (2010)

    Google Scholar 

  21. Abrahamsson, T.J.S.: Modal analysis and synthesis in transient vibration and structural optimization problems". Ph.D. thesis. Department of Solid Mechanics, Chalmers University of Technology, Gothenburg, Sweden (1990)

    Google Scholar 

  22. Pieringer, A., Kropp, W.A., Thompson, D.J.: Investigation of the dynamic contact filter effect in vertical wheel/rail interaction using a 2D and a 3D non-Hertzian contact model. Wear 271(1–2), 328–338 (2011)

    Article  Google Scholar 

  23. Li, X., Nielsen, J.C.O., Torstensson, P.T.: Simulation of wheel–rail impact loads and measures to reduce differential track settlement in railway crossings. Submitted for International Publication (2019)

    Google Scholar 

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Li, X., Nielsen, J.C.O., Torstensson, P.T. (2020). Prediction of Vertical Dynamic Vehicle–Track Interaction and Sleeper–Ballast Contact Pressure in a Railway Crossing. In: Klomp, M., Bruzelius, F., Nielsen, J., Hillemyr, A. (eds) Advances in Dynamics of Vehicles on Roads and Tracks. IAVSD 2019. Lecture Notes in Mechanical Engineering. Springer, Cham. https://doi.org/10.1007/978-3-030-38077-9_47

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  • DOI: https://doi.org/10.1007/978-3-030-38077-9_47

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-38076-2

  • Online ISBN: 978-3-030-38077-9

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