PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Powiadomienia systemowe
  • Sesja wygasła!
  • Sesja wygasła!
  • Sesja wygasła!
  • Sesja wygasła!
  • Sesja wygasła!
  • Sesja wygasła!
Tytuł artykułu

Modernization of the KNI 140070 viaduct and its influence on dynamic response under selected high speed train

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper develops a methodology of FE modelling and simulation of the bridge - track - moving train (BTT) system using LS-DYNA computer code. The KNI 140070 viaduct of span length 14.40 m with ballasted track was selected as a representative for the study. Two variants of the viaduct were taken into consideration - a version operated before the modernization in 2008 and the modernized version including additional flats welded to the bottom flanges of the main beams. The German high-speed train ICE-3 moving at 150–300 km/h was selected. The FE model of the BTT system was developed using Altair HyperMesh and LS-PrePost software. The platform of the viaduct was modelled using 8-node 48 DOF solid elements. The structure was symmetrised, homogenized and reflected by linear viscoelastic orthotropic materials. Discrete model of the track included the main and side rails, fastening systems, sleepers, crushed stone ballast and approach RC slabs. Components of the train FE model were considered as rigid bodies. Cylindrical and revolute constrained joints were applied for kinematic connections and relations between respective components. Discrete springs and dampers were applied for FE modelling of the primary and the secondary suspension systems. Numerical simulations were focused on determining the resonant velocities for both considered variants. Selected time histories for displacements and stresses, were shown as the results of the analyses.
Twórcy
autor
autor
  • Military University of Technology Department of Mechanics and Applied Computer Science Gen. Sylwestra Kaliskiego Street 2, 00-908 Warsaw, Poland tel.: +48 22 6839941, fax: +48 22 6839355, pszurgott@wat.edu.pl
Bibliografia
  • [1] Yang, Y.-B., et al., Vibrations of Simple Beams Due to Trains Moving at High Speeds, Engineering Structures, Vol. 19, No. 11, pp. 936–944, 1997.
  • [2] Cheng, Y.S., et al., Vibration of Railway Bridges Under a Moving Train by Using Bridge – Track – Vehicle Element, Engineering Structures, Vol. 23, No. 12, pp. 1597–1606, 2001.
  • [3] Au, F. T. K., et al., Impact Study of Cable-Stayed Bridge Under Railway Traffic Using Various Models, Journal of Sound and Vibration, Vol. 240, No. 3, pp. 447–465, 2001.
  • [4] Zhang, Q.-L., et al., Numerical Simulation of Train – Bridge Interaction Dynamics, Computers and Structures, Vol. 79, pp. 1059–1075, 2001.
  • [5] Song, M. K., Choi, C. K., Analysis of High-Speed Vehicle-Bridge Interactions by a Simplified 3-D Model, Structural Engineering and Mechanics, Vol. 13, No. 5, pp. 505–532, 2002.
  • [6] Bojanowski, C., Kulak, R. F., Seismic and Traffic Load Modeling on Cable Stayed Bridge, Paper No. 11-2553, 90th Transportation Research Board Annual Meeting, Washington, D.C., January 23-27, 2011.
  • [7] Szurgott, P., Modelling and Numerical Analysis of the Reinforced Concrete Viaduct Under the Eurocity EC-114 Train, Journal of KONES Powertrain and Transport, Vol. 19, No. 2, pp. 515–524, 2012.
  • [8] Klasztorny, M., Szurgott, P., Modeling and Simulation of Bridge – Track – Train Systems at High Service Velocities with LS-DYNA®, 12th International LS-DYNA Users Conference, Dearborn, MI, United States 2012.
  • [9] Szurgott, P., Klasztorny, M., Grosel, J., Wójcicki, Z., Experimental Validation of Numerical Modelling of the Bridge – Track – Moving Train System, WIT Transactions on Modelling and Simulation, Vol. 51, pp. 97–109, 2011.
  • [10] Szurgott, P., Klasztorny, M., Niezgoda, T., Modelling and Numerical Simulation of Symmetric Vibrations of the KNI 140070 Viaduct – Ballasted Track – KTX Train System, Journal of KONES Powertrain and Transport, Vol. 17, No. 3, pp. 415–422, 2010.
  • [11] Modernization of the Rail-Line 4 –E 65. Viaduct No. KNI 140070. Building Project [in Polish], Warsaw, Poland 2007.
  • [12] Jones, R. M., Mechanics of Composite Materials, Taylor & Francis, London 1999.
  • [13] Klasztorny, M., Vibrations of Single-Track Railway Bridges Under High-Speed Trains [in Polish], Wroclaw University of Technology Press, Wroclaw, Poland 1987.
  • [14] Klasztorny, M., Dynamics of Beam Bridges Loaded by High-Speed Trains [in Polish], WNT, Warsaw, Poland 2005.
  • [15] Niemierko, A., et al., Reinforcing the Track and the Subgrade in the Approach Zones to Engineering Objects [in Polish], Project No. M1-123, Research Institute for Roads and Bridges, Warsaw, Poland 2009.
  • [16] http://kolej.krb.com.pl/dt/zal1.htm
  • [17] Polish Standard: PN-H-84027-07:1984. Steel for Rail-Engineering. Normal Rails. Sorts [in Polish], PKN, Warsaw, Poland 1984.
  • [18] Hallquist, J. O., LS-DYNA® V971 R4 Beta. Keyword User’s Manual, LSTC Co., CA, USA 2009.
  • [19] Szurgott, P., Kozera, D., The Influence of Approach Slabs and Side Rails on Dynamic Response of the Viaduct Under a High Speed Train [in Polish], Engineering Modelling, 2012 [in press].
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUJ8-0021-0022
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.