Details
Title
Railway transition curves – optimization and assessmentJournal title
Archives of Civil EngineeringYearbook
2022Volume
vol. 68Issue
No 1Affiliation
Zboinski, Krzysztof : Warsaw University of Technology, Faculty of Transport, ul. Koszykowa 75, 00-662 Warsaw, Poland ; Woznica, Piotr : Warsaw University of Technology, Faculty of Transport, ul. Koszykowa 75, 00-662 Warsaw, PolandAuthors
Keywords
railway transition curves ; optimization ; railway dynamics ; computer simulationDivisions of PAS
Nauki TechniczneCoverage
207-221Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] A. Ahmad, J. Ali, “G3 transition curve between two straight lines”, Proc. 5th CGIV’08 IEEE Computer Society, 2008, pp. 154–159, DOI: 10.1109/CGIV.2008.22.[2] A. Ahmad, R. Gobithasan, J. Ali, “G2 transition curve using quadratic Bezier curve”, Proc. of the Computer Graphics, Imaging and Visualisation Conference, IEEE Computer Society, 2007, pp. 223–228.
[3] Z. Barna, L. Kisgyorgy, “Analysis of hyperbolic transition curve geometry”, Periodica Polytechnica Civil Engineering, 2015, vol. 59, no. 2, pp. 173–178.
[4] J.A. Bonneson, “A kinematic approach to horizontal curve transition design”, Transportation Research Record, 2000, vol. 1737, pp. 1–8.
[5] G. Bosurgi, A. D’Andrea, “A polynomial parametric curve (PPP) for design of horizontal geometry of highways”, Computer-Aided Civil and Infrastructure Engineering, 2012, vol. 24, no. 4, pp. 304–312.
[6] CEN Railway applications – ride comfort for passengers – measurement and evaluation, Brussels: ENV 12299, 2009.
[7] N. Eliou, G. Kaliabetsos, “Anew, simple and accurate transition curve type, for use in road and railway alignment design”, European Transport Research Review, 2014, vol. 6, no. 2, pp. 171–179, DOI: 10.1007/s12544-013-0119-8.
[8] C. Esveld, Modern Railway Track. MRT-Productions, 2001.
[9] S. Fischer, “Comparison of railway track transition curves types”, Pollack Periodica, An International Journal for Engineering and Infrastructure Science, 2009, vol. 4, no. 3, pp. 99–110, DOI: 10.1556/Pollack.4.2009.3.9.
[10] H. Hasslinger, Measurement proof for the superiority of a new track alignment design element, the so-called “Viennese Curve”, ZEVRail, 2005.
[11] E. Jacobs, “Die sinusoide als neuzeitliches trassierungselement”, Vermessung-Ingenieur, 1987, vol. 87, pp. 3–9.
[12] Q.P. Jiang, “Study of the new type of transition curve of road”, China Journal of Highway and Transportation”, 2002, vol. 15, no. 2.
[13] D. Kahler, “Ein übergangsbogen für den S-Bahnverkehr mit linearer Überhöhungsrampe”, Vermessungstechnik und Raumordnung, 1990, vol. 52, pp. 10–18.
[14] D. Kahler, “Übergangsbögen zur ausrundung der neigungswechel im schienen-schnellverkehr”, Zeitschrift für Vermessungwesen, 1990, vol. 115, pp. 154–162.
[15] W. Kik, “Comparison of the behaviour of different wheelset-trackmodels”, in Proceedings of the 12th IAVSD Symposium on the Dynamics of Vehicles on Roads and on Tracks, Vehicle System Dynamics, G. Sauvage, Ed. Amsterdam Swets & Zeitlinger, 1992, 20(suppl.), pp. 325–339.
[16] L.T. Klauder, S.M. Chrismer, J. Elkins J., “Improved spiral geometry for high-speed rail and predicted vehicle response”, Rail Track and Structures, 2003, vol. 6, pp. 15–17.
[17] A. Kobryn, “New solutions for general transition curves”, Journal of Surveying Engineering, 2014, vol. 140, no.1, pp. 12–21, DOI: 10.1061/(ASCE)SU.1943-5428.0000113.
[18] W. Koc, “New transition curve adapted to railway operational requirements”, Journal of Surveying Engineering, 2019, vol. 145, no. 3, DOI: 10.1061/(ASCE)SU.1943-5428.0000284
[19] B. Kuvfer, “Optimisation of horizontal alignments for railway – procedure involving evaluation of dynamic vehicle response”, Dissertation, Royal Institute of Technology, Stockholm, 2000.
[20] X. Li, M. Li, C. Ma, J. Bu, L. Zhu, “Analysis on mechanical performances of high-speed railway transition curves”, in Proceedings of the ICCTP 2009, Harbin, China, 5-9 Aug. 2009. pp. 1-8.
[21] X. Li, M. Li, H.Wang, J. Bu, M. Chen, “Simulation on dynamic behaviour of railway transition curves”, in Proceedings of the ICCTP 2010, Beijing, China, 4–8 August 2010, pp. 3349–3357.
[22] X. Li, M. Li, J. Bu, H. Wang, “Comparative analysis on the linetype mechanical performances of two railway transition curves”, China Railway Science, 2009, vol. 30, no. 6, pp. 1–6.
[23] X. Li, M. Li, J. Bu, Y. Shang, M. Chen, “A general method for designing railway transition curve algebraic equations”, in Proceedings of the ICCTP 2010, Beijing, China, 4–8 August 2010, pp. 3340–3348.
[24] S.L. Lian, J.H. Liu, X.G. Li, W.X. Liu, “Test verification of rationality of transition curve parameters of dedicated passenger traffic railway lines”, Journal of the China Rail Society, 2006, vol. 28, no. 6, pp. 88–92.
[25] M. Lindahl, Track geometry for high-speed railways, Department of Vehicle Engineering Royal Institute of Technology Stockholm, 2001.
[26] X.Y. Long, Q.C. Wei, F.Y. Zheng, “Dynamic analysis of railway transition curves”, Proc. IMechE, Part F: Journal Rail and Rapit Transit, 2010, vol. 224, no. 1, pp. 1–14, DOI: 10.1243/09544097JRRT287.
[27] Y. Michitsuji, Y. Suda, “Improvement of curving performance with assist control on transition curve for single-axle dedicated passenger traffic railway lines”, Journal of the China Railway Society, 2006, vol. 28, no. 6, pp. 88–92.
[28] A. Pirti, M.A. Yucel, T. Ocalan, “Transrapid and the transition curve as sinusoid”, Tehnicki Vjesnik, 2016, vol. 23, no. 1, pp. 315–320.
[29] J. Pombo, J. Ambrosio, “General spatial curve joint for rail guided vehicles: kinematics and dynamics”, Multibody System Dynamics, 2003, vol. 9, no. 3, pp. 237–264.
[30] T.I Shen, C.H. Chang, K.Y. Chang, C.C. Lu, “A numerical study of cubic parabolas on railway transition curves”, Journal of Marine Science and Technology, 2013, vol. 21, no. 2, pp. 191–197.
[31] Y. Suda, W. Wang, H. Komine, Y. Sato, T. Nakai, Y. Shimokawa Y, “Study on control of air suspension system for railway vehicle to prevent wheel load reduction at low-speed transition curve negotiation”, Vehicle System Dynamics 2006, vol. 44(supl.), pp. 814–822.
[32] Y. Tanaka, “On the transition curve considering effect of variation of the train speed”, ZAMM – Journal of Applied Mathematics and Mechanics, 2006, vol. 15, no. 5, pp. 266–267.
[33] E. Tari, O. Baykal, “A new transition curve with enhanced properties”, Canadian Journal of Civil Engineering, 2005, vol. 32, no. 5, pp. 913–923, DOI: 10.1139/105-051.
[34] D. Vermeij, “Design of a high speed track”, HERON, 2000, vol. 45, no. 1, pp. 9–23.
[35] Y.L. Xu, Z.L, Wang, G.Q. Li, S. Chen, Y.B. Yang, “High-speed running maglev trains interacting with elastic transitional viaducts”, Engineering Structures, 2019, vol. 183, pp. 562–578.
[36] J.Q. Zhang, Y.H. Huang, F. Li, “Influence of transition curves on dynamics performance of railway vehicle”, Journal of Traffic and Transportation Engineering, 2010, vol. 10, no. 4, pp. 39–44.
[37] K. Zboinski, “Dynamical investigation of railway vehicles on a curved track”, European Journal of Mechanics A-Solids, 1998, vol. 17, no. 6.
[38] K. Zboinski, “Numerical studies on railway vehicle response to transition curves with regard to their different shape”, Archives of Civil Engineering, 1998, vol. 44, no. 2, pp. 151–18.
[39] K. Zboinski, P. Woznica, “Optimisation of railway polynomial transition curves: a method and results”, in Proceedings of the First International Conference on Railway Technology: Research, Development and Maintenance. Stirlingshire, UK: Civil-Comp Press, 2012.
[40] K. Zboinski, P. Woznica, “Combined use of dynamical simulation and optimisation to form railway transition curves”, Vehicle System Dynamics, 2018, vol. 56, no. 9, pp. 1394–1450, DOI: 10.1080/00423114.2017.1421315.