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Dynamics of Railway Vehicles Movement on Transition Curves

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Języki publikacji
EN
Abstrakty
EN
Transition curves are an integral part of a route. They connect a straight section with a circular curve or two circular curves with different radii. Due to the forced path, the size and stiffness of the rail vehicle, their correct design is particularly important when constructing rail roads. Basing on the limits of lateral acceleration increment, non-equilibrium centripetal acceleration and wheel lift velocity, set in accordance with the model of motion of a material point moving along a trajectory determined by the track axis, the initial parameters of the considered transition curves were selected: radius of the curve, design speed of the train, length of the transition curve and track cant. The scope of research covered basic dynamic parameters: curvature and its increment, speed and acceleration of wheel lift, track twist and lateral acceleration increment. As a result of conducted analysis it can be stated that polynomial curves deserve special attention in the design of railway routes. By appropriate modification of their equation, it is possible to change easily positions of extremes of particular dynamic parameters and thus to adjust their values to terrain conditions, direction of movement and type of rail vehicle.
Twórcy
autor
  • Faculty of Production Engineering, University of Life Sciences in Lublin, ul. Akademicka 13, 20-950 Lublin, Poland
autor
  • Faculty of Geodesy and Cartography, Warsaw University of Technology, Pl. Politechniki 1, 00-661 Warsaw, Poland
Bibliografia
  • 1. Commission Regulation (EU) No 1299/2014of 18 November 2014on the technical specifications for interoperability relating to the ‘infrastructure’ subsystem of the rail system in the European Union (Text with EEA relevance) http://eur-lex.europa.eu/legal-content/PL/TXT/?uri=CELEX%3A32014R1299 [access: 01.06.2021].
  • 2. Zamięcki H. Construction and maintenance of railways: Volume 1. Wydawnictwa Komunikacji i Łączności; Warszawa; 1972; 1. (in Polish)
  • 3. Sysiak J. Rail roads. Warszawa: PWN; 1986. (in Polish)
  • 4. Klonowski P., Kulczycki B., Lenkiewicz W. Technology of mechanised railway works. Warszawa: Wydawnictwo Politechniki Warszawskiej; 1983. (in Polish)
  • 5. Gocał J. Engineering and industry geodesy, part II. Kraków: Wydawnictwo AGH; 2009. (in Polish)
  • 6. Leyko J. General mechanics. Statics and kinematics. Warszawa: PWN; 2001. (in Polish)
  • 7. Kaczmarek B. Special curves. Poznań: Wydawnictwo Politechniki Poznańskiej; 1983. (in Polish)
  • 8. Bałuch H. Optimisation of track geometry layouts. (in Polish) Warszawa: Wydawnictwa Komunikacji i Łączności; 1983.
  • 9. Grzyb A., Bogacz R. Computer-aided dynamic analysis of rail vehicles. Kraków: Wydawnictwo Politechniki Krakowskiej; 2015. (in Polish)
  • 10. Pasek Z. Construction geodesy for environmental engineering, theories, algorithms, examples. Kraków: Wydawnictwo Naukowe DWN; 2000. (in Polish)
  • 11. Zboiński K. Methodology for modelling the dy¬namics of rail vehicles with respect to a given lift motion and its applications. In: Research papers. Transport (ed.), 43. Warszawa: Oficyna Wydawnicza Politechniki Warszawskiej; 2000. (in Polish)
  • 12. Zboiński K. Non-linear dynamics of railway vehicles in curves. Radom: Wydawnictwo Naukowe Instytutu Technologii Eksploatacji Państwowego Instytutu Badawczego; 2012. (in Polish)
  • 13. Bałuch M. Fundamentals of rail roads. (in Polish) Radom: Wydawnictwo Politechniki Radomskiej im. Kazimierza Pułaskiego; 2001.
  • 14. Ruta P., Meissner M. Vibration analysis of a non-prismatic flat arc. In: Zbiciak, A.& Ataman, M. (eds.), Current issues in municipal construction. Anniversary Edition celebrating the 75th anniversary of Professor Wacław Szcześniak. Series Mono¬graphs of the Department of Theoretical Mechanics and Mechanics of Traffic Surfaces. Warszawa: Wydział Inżynierii Lądowej Politechniki Warszawskiej; 2015; 1. (in Polish)
  • 15. Regulation of the Minister of Transport and Maritime Economy of 10 September 1998 on technical conditions to be met by railway structures and their location http://isap.sejm.gov.pl/isap.nsf/DocDetails. xsp?id=WDU19981510987 [access: 01.06.2021].
  • 16. Technical Standards – Detailed technical conditions for modernisation or construction of railway lines for speeds of Vmax ≤ 200 km/h (for conventional rolling stock) and 250 km/h (for tilting rolling stock). 2009. Warsaw: PKP Polskie Linie Kolejowe SA. http://www.plk-sa.pl/dla-klientow-i-kontrahentow/akty-prawne-i-przepisy/standardy¬techniczne/ [access: 01.06.2021].
  • 17. Regulation of the Minister of Infrastructure and Development of 5 June 2014 amending the Regulation on the technical conditions to be met by buildings and their location http://isap.sejm. gov.pl/DetailsServlet?id=WDU20140000867 [access: 01.06.2021].
  • 18. Kraśniewicz C., Oleksiewicz W. Selected issues of shaping the geometrical layout of high-speed railway lines. In: Zbiciak, A. & Ataman, M. (eds.) Current issues in municipal construction. Anniversary Edition celebrating the 75th anniversary of Professor Wacław Szcześniak. Series Monographs of the Department of Theoretical Mechanics and Mechanics of Traffic Surfaces. Warszawa: Wydział Inżynierii Lądowej Politechniki Warszawskiej; 2015; 1. (in Polish)
  • 19. Misiak J. General Mechnics. Volume 2. Dynamics. (in Polish) Warszawa: Wydawnictwa Naukowo- Techniczne; 2009.
  • 20. Grabowski R.J. Geometric design of transition curves in road, rail and waterways. Białystok: Wydawnictwo Politechniki Białostockiej; 1996. (in Polish)
  • 21. Kobryń A. Polynomial transition curves in the design of road gradelines. Białystok: Wydawnictwo Politechniki Białostockiej; 2002. (in Polish)
  • 22. Kobryń A. Polynomial shaping of transition curves. Białystok: Wydawnictwo Politechniki Białostockiej; 2009. (in Polish)
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3e7f8111-86a6-4048-8edb-1f1a7d4deab2
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