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The influence of ballast longitudinal resistance on axial displacement state in CWR track due to local rail temperature changes

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EN
Abstrakty
EN
In the paper several specified models of ballast longitudinal resistance to behaviour of CWR track have been analysed. The considered problem is connected with local track segments in which horizontal displacements of rail cross-sections occur. The displacements occur mainly because of real non-uniform temperature distributions over the length of CWR track (e.g. variable insolation of rail, variable temperature of rails to sleepers fastening) [11,12,16]. On the grounds of empirical characteristics, the obtained formulae and dependences allowed an analysis of displacement distribution along the track and also an examination of forces and stress distribution. Similar phenomenon also occurs within the so-called 'breathing' ends of CWR track [5,9]. A significant influence of railway works (e.g. railway tamping) on a range of local temperature changes interaction along the track has been shown [1,2].
Rocznik
Tom
Strony
5--19
Opis fizyczny
Bibliogr. 16 poz.
Twórcy
Bibliografia
  • 1.Bałuch H.: Researches trends of jointless track at present operation requirements (in Polish). Materiały sympozjum „Budowa i utrzymanie toru bezstykowego”, Zakopane 1996,
  • 2.Bednarek Wł.: , Stability analysis of jointless track in service in conditions of loss of contact with ballast (in Polish). PhD Thesis, Poznań 2002,
  • 3.Bednarek Wł.: Loss of contact analysis in jointless track on ballast due to influence of non-axial horizontal subsoil reaction transfer. Archives of Civil Engineering, L. 3, 2004,
  • 4.Bednarek Wł.: Practicability of longitudinal resistance models for effect analysis of local temperature change on axial displacement state in CWR track. 13th International Conference on Modernisation of Railway tracks, Slovakia, Žilina 2003,
  • 5.Bednarek Wł.: Influence of selected models of ballast longitudinal resistance on confined length and breathing ends in continuous welded rail track (in Polish).
  • Archiwum Instytutu Inżynierii Lądowej 3/2007 (materiały XIV Konferencji Naukowo-Technicznej „Drogi Kolejowe 2007”), Poznań-Rosnówko 2007,
  • 6.Czyczuła Wł., Towpik K.: Estimation criterion of track structure due to permanent rails longitudinal displacements (in Polish). IX Krajowa Konferencja Naukowo-Techniczna „Drogi Kolejowe”, Kraków 1997,
  • 7.Czyczuła Wł., Towpik K.: Modelling and identification problems of jointless track models (in Polish). Problemy kolejnictwa, zeszyt 128, Warszawa 1998,
  • 8.Dieterman H. A., Van M. A., Van Damm A. J. P, Esveld C.: Longitudinal forces in railroad structures. Rail Engineering International, nr 1, 1990,
  • 9.Esveld C.: Modern railway track, Second Edition, Delft 2001, 10.Huber M. T.: Works. Railway problems (in Polish). Vol. Ill, Part VIII (in Polish). PWN, Warsaw 1957,
  • 11.Łoś M.: Influence of temperature on the behaviour of railway track (in Polish). Wydawnictwa Komunikacji i Łączności, Warsaw 1974,
  • 12.PKP (Polish State Railways): Id-1 (Dl). Technical conditions of track structure maintenance on railway lines (in Polish), Warszaw 2005,
  • 13.Smekal A.: Transition structures of railway bridges. Materiały WCRR, Florencja 1997,
  • 14.Szumierz W.: Statics of linear structures subjected to the action of horizontal forces due to creep of mining subsoil (in Polish). GIG (Central Institute of Mining), Katowice, 1980,
  • 15.Szumierz W., J. Stefanek: Model of bridge interaction with a continuous welded rail track subjected to temperature changes, (in Polish). Drogi i mosty, nr 2, 2004,
  • 16.Van M. A, Stability of continuous welded rail track. Delft 1995.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPP1-0092-0091
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