Abstract
The paper briefly introduces the development plan of high speed railways in China in the near future. A few serious derailment accidents in the world are listed and the corresponding causes are briefly described. In this paper these causes are defined as the extremely severe environments in which the trains operate. The paper reviews the important published papers regarding the discussions on the mechanisms and the modelling of trains running in such severe environments. The traditional derailment criteria are briefly discussed. A traditional geometry criterion for estimating train safety operation is further improved and discussed. The strategy of the study on the safety operation boundaries of the high speed trains running in severe environments is put forward. In the strategy, the safety operation boundaries are strictly defined. They are found through the numerical simulation by using the theoretical models for vehicle/track and the derailment criteria. The paper introduces the theoretical models for the high speed vehicle and the two kinds of the high speed tracks. The two kinds of the tracks are, respectively, the ballasted track and the slab bed track. Only the model for the high speed vehicle coupled with the ballasted track is employed in the calculating the safety operational boundaries for the high speed train passing over the bulked tangent track as a numerical example in order to fully understand the present strategy. The results include the dynamical behaviours of the wheelsets, the transient derailments and the safety operation boundaries.
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References
Australian Transport Safety Bureau. Derailment of Pacific National Train 6MP4 Koolyanobbing, ATSB transport safety investigation report, January 30, 2005 and Pacific National Train 6SP5 Booraan, Report number 2005/002, Western Australia, Australian (2006)
Baker, C.J., Sterling, M.: Current and Recent International Work on Railway Aerodynamics. Report Issue number 4, School of Engineering. University of Birmingham (2003)
Carrarini, A.: Reliability based analysis of the crosswind stability of railway vehicles. Technical University Berlin, German (2006)
Cheli, F., Corradi, R., Diana, G., Facchinetti, A., Gherardi, F.: Effect of track geometrical defects on running safety of tramcar vehicles. Vehicle System Dynamics 44(suppl.), 302–312 (2006)
China Standards. GB/T 5599-85 railway vehicles-specification for evaluation the dynamic performance and accreditation test, China (1985)
Clementson, J., Evans, J.: The use of dynamic simulation in the investigation of derailment incidents. Vehicle System Dynamics 37(suppl.), 338–349 (2002)
Dan, B.: On the influence of rail vehicle parameters on the derailment process and its consequences. KTH, Stockholm (2005)
Eric, M., Roney, M., Kalousek, J., Srpba, P.: The blending of theory and practice in modern rail grinding. Fatigue & Fracture of Engineering Materials & Structures 26(10), 921–929 (2003)
Fujii, T., Ishida, H., Imai, T., Tanemoto, K., Suzuki, M.: Wind-induced accidents of train- vehicles and their measures in Japan. QR of RTRI 40, 50–55 (1999)
Gawthorpe, R.G.: Wind effects on ground transportation. Journal of Wind Engineering and Industrial Aerodynamics 52, 73–92 (1994), http://www.chinadaily.com.cn/China/2007-02/28/content_816203.htm
Ishida, H., Matsuo, M., Fujioka, T.: Safety assessment method of railway vehicle under oscillatory wheel load fluctuation. Journal of Environment and Engineering 2, 407–418 (2007)
Jin, X., Xiao, X., Deng, Y., Wen, Z., Zhou, Z.: Effect of tangent track buckle on vehicle derailment. In: Monitoring and Improvement, pp. 1403–1410. ICSCA, Changsha (2007)
Luo, X.: Study on methodology for running safety assessment of trains in seismic design of railway structures. Soil Dynamics and Earthquake Engineering 25(1), 79–91 (2005)
Masayuki, I.: A study of track maintenance for the derailment due to the interaction between track and vehicle. Japanese National Railway Technical Research Institute Quarterly Reports 19, 1–6 (1978)
Miyamoto, T., Matsumoto, N., Sogabe, M., Shimomura, T., et al.: Full-scale experiment on the dynamic behaviour of railway vehicles against heavy track vibration. Journal of Environment and Engineering 2(2), 419–428 (2007)
Matsudaira, T.: Dynamics of high speed rolling stock. Japanese National Railways RTRI Quarterly reports, The Special Issue (1963)
Miyamoto, T., Ishida, H., Matsuo, M.: Running safety of railway vehicle as earthquake occurs. QR of RTRI 38(3), 117–122 (1997)
Miyamoto, M.: Mechanism of derailment phenomena of railway vehicles. Quarterly Report of Railway Technical Research Institute 37, 147–155 (1996)
M1001, AAR Mechanical Division. Manual of standards and recommended practices, Track-worthiness criteria, section c – Part II, vol. 1, ch. XI, sec. 11. 5. 2 (1993)
Nagase, K., Kondo, K., Nomura, T.: Train damaged by the Quake in Kobe. The Japan Society of Mechanical Engineers Serial C, 63(606), 620–627 (1997) (in Japanese)
Nadal, M.J.: Theorie de la stabilite des locomotives. Mouvement de lacet, Annales des Mines Part II 10, 232–255 (1896)
National Transportation Safety Board. Derailment of Amtrak Auto Train P052-18 on the CSXT Railroad Near Crescent City, Railroad Accident Report, April 18, 2002, Report number NTSB/RAR-03/02, National Technical Information, Florida, USA (2003)
Nishimura, K., Terumichi, Y., Morimura, T.: Development of vehicle dynamics simulation for safety analyses of rail vehicles on excited tracks. Journal of Computational and Nonlinear Dynamics 48(3), 129–135 (2009)
Parena, D., Kuka, N., Masmoudi, W., Kik, W.: Derailment simulation, Parametric study. Vehicle System Dynamics 33(suppl.), 155–167 (1999)
Railway Group standard. Resistance of railway vehicles to roll-over in gales, GM/RT2142, Railtrack PLC (2000)
Railway Technical Research Institute, ed., Maruzen, Japanese. Design standard for railway structures (Seismic designs), pp. 117–122 (1999)
Tanabe, M., Matsumoto, N., Wakui, H., et al.: A simple and efficient numerical method for dynamic interaction analysis of a high-speed train and railway structure during an earthquake. Transactions of the Journal of Computational and Nonlinear Dynamics, ASME 3(2), 1–8 (2008)
Transportation Safety Board of Canada. Main-track derailment Canadian national train Q-120-31-30 mile 46.0, Railway investigation report, Drummondville subdivision villeroy, July 30, 2003, Report Number R03Q0036, Quebec, Canada (2005)
Weinstock, H.: Wheel climb derailment criteria for evaluation of rail vehicle safety. In: Proceedings of the ASME Winter Annual Meeting, 84 and WA/RT-1, pp. 1–7 (1984)
Wilson, N., Shu, X.G., Wu, H.M., Tunna, J.: Distance-based flange climb L/V criteria. In: Association of American Railroads/ Transportation Technology Center, Institute of Technology digest, TD-04-012 (2004)
Wu, H.M.: Investigation of wheel rail interaction on wheel flange climb derailment and wheel rail profile compatibility. Illinois institute of technology, Chicago (2000)
Wu, Y.: Dynamic interactions of train-rail-bridge system under normal and seismic conditions. National Taiwan University, China (2000)
Xia, H., Han, Y., Zhang, N., Guo, W.: Dynamic analysis of train-bridge system subjected to non-uniform seismic excitations. Earthquake Engineering and Structural Dynamics 35(12), 1563–1579 (2009)
Xiao, X., Jin, X., Zhu, M., Zhang, W.: Effect of tangent track buckle on vehicle derailment. Multibody Syst. Dyn. (in Press, 2011)
Xiao, X., Jin, X., Wen, Z.: Effect of Disabled Fastening Systems and Ballast on Vehicle Derailment. ASME Journal of Vibration and Acoustic 129(2), 217–229 (2007)
Xiao, X., Jin, X., Deng, Y., Zhou, Z.: Effect of curved track support failure on vehicle derailment. Vehicle System Dynamics 46(11), 1029–1059 (2008)
Xiang, J., Zeng, Q.Y., Lou, P.: Transverse vibration of train-bridge and train-track time varying system and the theory of random energy analysis for train derailment. Vehicle System Dynamics 41, 129–155 (2004)
Yang, Y., Wu, Y.: Dynamic stability of trains moving over bridges shaken by earthquakes. Journal of Sound and Vibration 258(1), 65–94 (2002)
Yang, J., Li, J., Lin, G.: A simple approach to integration of acceleration data for dynamic soil-structure interaction analysis. Soil Dynamics and Earthquake Engineering 26(3), 725–734 (2006)
Yau, J., Fryba, L.: Response of suspended beams due to moving loads and vertical seismic ground excitations. Engineering Structures 29(12), 3255–3262 (2007)
Zhai, W.M., Chen, G.: Method and criteria for evaluation of wheel derailment based on wheel vertical rise. Journal of the China Railway Society 23, 17–26 (2001) (in Chinese)
Zhang, S.G.: Outline of high-speed railway. China railway publishing house, Beijing (2010)
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Jin, X.S., Xiao, X.B., Ling, L. (2012). Study on the Safety Boundary for High Speed Trains in Severe Environments. In: Ni, YQ., Ye, XW. (eds) Proceedings of the 1st International Workshop on High-Speed and Intercity Railways. Lecture Notes in Electrical Engineering, vol 147. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-27960-7_19
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DOI: https://doi.org/10.1007/978-3-642-27960-7_19
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