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Theoretical and experimental study on vertical dynamic characteristics of six-axle heavy-haul locomotive on curve

    Peng-Fei Liu Affiliation
    ; Wan-Ming Zhai Affiliation
    ; Kai-Yun Wang Affiliation
    ; Quan-Bao Feng Affiliation
    ; Zai-Gang Chen Affiliation

Abstract

This paper presents a method to study the vertical dynamic characteristics of a heavy-haul locomotive in curve. A quasi-static analysis model based on the static force equilibrium relationship is established to investigate the load bearing characteristics of suspension system when the locomotive runs through the curve. Then a locomotive–track coupled dynamics model is used to analyse the dynamic characteristics of wheel load in curves. Finally, a field test in curve is carried out to validate the simulated results. The theoretical analysis results indicate that due to the different twist shapes of track on the entry and exit transition curves, for some specific position in the suspension system or wheel arrangements, the corresponding vertical load along the curve length presents an asymmetry about the section of circular curve. The asymmetry is predominantly caused by the Superelevation Angle Differences (SADs) between car body, bogie frames and wheelsets. A distinct phenomenon is that the outer wheel–rail vertical load of the first axle increases when the locomotive enters the transition curve and then reduces when it exits. These results are expected to provide theoretical guidance to the design of the heavy-haul railways. It is suggested that the asymmetric characteristics of the wheel loads can be improved by some measures, such as adopting a low vertical stiffness in the secondary suspension and increasing the transition curve length.


First published online 04 May 2016

Keyword : locomotive, transition curve, suspension system, wheel load, vehicle–track coupled dynamics

How to Cite
Liu, P.-F., Zhai, W.-M., Wang, K.-Y., Feng, Q.-B., & Chen, Z.-G. (2018). Theoretical and experimental study on vertical dynamic characteristics of six-axle heavy-haul locomotive on curve. Transport, 33(1), 291-301. https://doi.org/10.3846/16484142.2016.1180638
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Jan 26, 2018
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This work is licensed under a Creative Commons Attribution 4.0 International License.

References

AS/RISSB 7509.1:2009. Railway Rolling Stock – Dynamic Behaviour – Locomotive Rolling Stock.

BS EN 14363:2005. Railway Applications. Testing for the Acceptance of Running Characteristics of Railway Vehicles. Testing of Running Behavior and Stationary Tests.

Eom, B.-G.; Lee, H. S. 2010. Assessment of running safety of railway vehicles using multibody dynamics, International Journal of Precision Engineering and Manufacturing 11(2): 315–320. http://doi.org/10.1007/s12541-010-0036-x

Gailienė, I. 2012. Investigation into the calculation of superelevation defects on conventional rail lines, Transport 27(3): 229–236. http://doi.org/10.3846/16484142.2012.719198

GM/RT 2141:2000. Resistance of Railway Vehicles to Derailment and Roll-Over.

Gu, A. J. 2007. Railway Track. Beijing: China Railway Publishing House. (in Chinese).

Lipičnik, M. 1998. New form of road/railway transition curve, Journal of Transportation Engineering 124(6): 546–556. http://dx.doi.org/10.1061/(ASCE)0733-947X(1998)124:6(546)

Long, X.-Y.; Wei, Q.-C.; Zheng, F.-Y. 2010. Dynamic analysis of railway transition curves, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 224(1): 1–14. http://doi.org/10.1243/09544097JRRT287

Miyagaki, K.; Adachi, M.; Sato, Y. 2004. Analytical study on effects of form in transition curve, Vehicle System Dynamics (Supplement): Dynamics of Vehicles on Roads and on Tracks: Proceedings of the 18th IAVSD Symposium, 24–30 August 2003, Kanagawa, Japan, 657–666.

Polach, O.; Berg, M.; Iwnicki, S. 2006. Simulation, in S. Iwnicki (Ed.). Handbook of Railway Vehicle Dynamics, 359–422.

Sinokrot, T.; Nakhaeinejad, M.; Shabana, A. A. 2008. A velocity transformation method for the nonlinear dynamic simulation of railroad vehicle systems, Nonlinear Dynamics 51(1): 289–307. http://doi.org/10.1007/s11071-007-9211-8

Slivsgaard, E. C. 1995. On the Interaction between Wheels and Rails in Railway Dynamics: PhD Thesis. Technical University of Denmark. 196 p. Available from Internet: http://www2.imm.dtu.dk/pubdb/views/edoc_download.php/2103/pdf/imm2103.pdf

Suarez, B.; Mera, J. M.; Martinez, M. L.; Chover, J. A. 2013. Assessment of the influence of the elastic properties of rail vehicle suspensions on safety, ride quality and track fatigue, Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility 51(2): 280–300. http://doi.org/10.1080/00423114.2012.725852

Um, J. H.; Choi, I. Y.; Yang, S. C.; Kim, M. C. 2011. Optimization of alignment considering ride comfort for superimposition of vertical and horizontal curves, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 225(6): 649–662. http://doi.org/10.1177/0954409710397641

Wang, K. Y.; Zhai, W. M. 2003. Calculation of displacements of vehicle suspension on tangent and curved tracks, Journal of Southwest Jiaotong University 38(2): 122–126. (in Chinese).

Wilson, N.; Fries, R.; Witte, M.; Haigermoser, A.; Wrang, M.; Evans, J.; Orlova, A. 2011. Assessment of safety against derailment using simulations and vehicle acceptance tests: a worldwide comparison of state-of-the-art assessment methods, Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility 49(7): 1113–1157. http://doi.org/10.1080/00423114.2011.586706

Zhai, W. M.; Cai, C. B.; Guo, S. Z. 1996. Coupling model of vertical and lateral vehicle/track interactions, Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility 26(1): 61–79. http://doi.org/10.1080/00423119608969302

Zhai, W.; Wang, K.; Cai, C. 2009. Fundamentals of vehicle–track coupled dynamics, Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility 47(11): 1349–1376. http://doi.org/10.1080/00423110802621561

Zhai, W.; Xia, H; Cai, C.; Gao, M.; Li, X.; Guo, X.; Zhang, N.; Wang, K. 2013. High-speed train–track–bridge dynamic interactions – Part I: theoretical model and numerical simulation, International Journal of Rail Transportation 1(1–2): 3–24. http://doi.org/10.1080/23248378.2013.791498

Zhang, J. Q.; Huang, Y. H.; Li, F. 2010. Influence of transition curves on dynamics performance of railway vehicle, Journal of Traffic and Transportation Engineering 10(4): 39–44. (in Chinese).