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Simulation dynamic processes of rail vehicle and rail with irregularities

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Języki publikacji
EN
Abstrakty
EN
The work presents research of defective railway wheel and rail dynamics and mathematical model of system “Railway vehicle wheel – track”. An assumption was made that the Rail R–65 and railway wheel with flats are with unevenness. The aim of this investigation is to identify the contact forces resulting from the wheel/rail contact at the various defects. Rail track dynamics is described by finite element method, while soil and wagon dynamics is described by the discrete elements. The mathematical model is to assess physical and mechanical properties, roughness of wheel and rail surface, and their geometry. In the mathematical model of the rail is evaluated: the impact of axial force, the initial deformation of rail, the foundation of soil, the gap between sleeper and rail. Profile of railway wheel is defined as a function of radius variable depending on the polar angle and described by Fourier series. In this mathematical model of railway wheel and rail contact area is divided into small sections, where the force is set in contact using the Hertz theory. Total system of non-linear equations of motion is solved by applying the Newton-Raphson method. The speed of the train is 100 km/h and static load on the rail is 100 kN. The flat of the wagon wheel is L=100 mm. Numerical results of contact problem are obtained. Duration of contact is nearly equal to period during which the wheel set passes a half of the flat length. The contact force operating the wheelset is equal to approximately 1.0 MN. Maximum value of the sleeper acceleration is equal 410 g.
Słowa kluczowe
Twórcy
  • Vilnius Gediminas Technical University, Department of Transport and Technological Equipment Plytines 27, LT-10105, Vilnius, Lithuania tel.:+370 5 274 4782
autor
  • Vilnius Gediminas Technical University, Department of Transport and Technological Equipment Plytines 27, LT-10105, Vilnius, Lithuania tel.:+370 5 274 4782
Bibliografia
  • [1] Kumaran, G., Menon, D., Krishnan Nair, K., Dynamic studies of rail track sleepers in a track structure system, Journal of Sound and Vibration, Vol. 268, pp. 485-501, 2003.
  • [2] Nguyen, K., Goicolea, J. M., Galbadón, F., Dynamic effect of high speed railway traffic loads on the ballast track settlement, Actas del Congresso de Métodos Numéricos em Engenharia (14/06/2011 – 17/06/2011), P 19, Coimbra, Portugal 2011.
  • [3] Polach, O., A Fast Wheel-Rail Forces Calculation Computer Code, Proc. of the 16th IAVSD Symposium Pretoria, Vehicle System Dynamics, Supplement 33, pp. 728-739, 1999.
  • [4] Shen, Z. Y., Hedrick, J. K., Elkins, J. A., A Comparison of Alternative Creep Force Models for Rail Vehicle Dynamic Analysis, 8th IAVSD Symposium on Dynamics of Vehicles on Road and Tracks, Swets and Zeitlinger, pp. 591-605, Cambridge, Massachusetts 1983.
  • [5] Yih-Hwang, Lin, Vibration analysis of Timoshenko beams traversed by moving loads, Journal of Marine Science and Technology, Vol. 2, (1), pp. 25-35, 1994.
  • [6] Wu, T. X., Thompson, D. J., A double Timoshenko beam model for vertical vibration analysis ofrailway track at high frequencies, Journal of Sound and Vibration Vol. 224 (2), pp. 329-348,1999.
  • [7] Coelho, B. E. Z., Hölscher, P., Barends, F. B. J., Dynamics of railway transition zones in railways, Geotechnical Engineering: New Horizons, pp. 133-139, 2011.
  • [8] Lundqvist, A., Larsson, R., Dahlberg, T., Influence of railway track stiffness variation on wheel/rail contact forces, Track for High-Speed Railways, Porto, Portugal 2006.
  • [9] Kaewunruen, S., Remennikov, A. M., Aikawa, A., Sakai, H., Free Vibrations of Interspersed Railway Track Systems in Three-Dimensional Space, Acoustics Australia 20, Vol. 42(1), pp. 20-26, Australia 2014.
  • [10] Zhai, W. M., Wang, K. Y., Lin, J. H., Modelling and experiment of railway ballast vibrations, Journal of Sound and Vibration Vol. 270(4-5), pp. 673-683, 2004.
  • [11] Sladkowski, A., Sitarz, M., Analysis of wheel-rail interaction using FE software, Wear Vol. 258(7-8), pp. 1217-1223, 2005.
  • [12] Knothe, K. L., Grassie, S. L., Railway track and vehicle/track interaction at high frequencies, Journal of Vehicles System Dynamics Vol. 22(3-4), pp. 209-262, 1993.
  • [13] Nielsen, J. C. O., Vertical dynamic interaction between train and track-influence of wheel and track imperfections, Journal of Sound and Vibration, Vol. 87 (5), pp. 825-839, 1995.
  • [14] Oscarsson, J., Dahlberg, T., Dynamic train/track/ballast interaction-computer models and full-scale experiments, Journal of Vehicle System Dynamics, Vol. 29(1), pp. 73-84, 2007.
  • [15] Ripke, B., Knothe, K., Simulation of high frequency vehicle-track interactions, Journal of Vehicle System Dynamics, Vol. 24(1), pp. 72-85, 1995.
  • [16] Zakharov, S., Zharov, Il., Simulation of mutual wheel/rail wear, Wear, Vol. 253(1-2), pp. 100-106, 2002.
  • [17] Lia, X., Jina, X., Wena, Z., Cuib, D., Zhang, W., A new integrated model to predict wheel profile evolution due to wear, Wear, Vol. 271(1-2), pp. 227-237, 2011.
  • [18] Telliskivi, T., Simulation of wear in a rolling-sliding contact by a semi-Winkler model and the Archard’s wear law, Wear, Vol. 256(7-8), pp. 817-831, 2004.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d0e82291-1a75-4aa8-8ea5-348fd549bc33
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