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Modelling and numerical analysis of the reinforced concrete viaduct under the Eurocity EC-114 train

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Abstrakty
EN
The paper presents a methodology of finite element modelling and numerical simulation of symmetric vibrations of the reinforced concrete viaduct using advanced CAE systems. Two types of analysis were carried out - static analysis of the viaduct under dead load and dynamic analysis under a moving high speed train. The KNI 140070 viaduct of span length of 14.40 m with abutment zones was selected as a representative for the study. The serviced ballasted track was taken into consideration. The FE model of the track includes the main rails, fastening systems, sleepers and the ballast. The EuroCity EC 114, Polish high speed train, moving at 100-160 km/h was selected for the study. Components of the train FE model were considered as rigid bodies and were modelled using shell and beam elements. Cylindrical and revolute constrained joints were applied for kinematic connections and relations between relative components. Discrete springs and dampers were applied for modelling of the primary and the secondary suspension systems. The numerical analysis was performed using finite element code LS-DYNA. The stress distribution in selected components of the viaduct structure was presented as the results of the static analysis, whereas the selected time histories for displacements and stresses were shown as the results of the dynamic analysis. The results obtained from both analyses allowed to assess the actual displacement and stress states for the considered viaduct.
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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] Klasztorny, M., Vibrations of Single-Track Railway Bridges Under High-Speed Trains [in Polish], Wroclaw University of Technology Press, Wroclaw, Poland 1987.
  • [2] Klasztorny, M., Dynamics of Beam Bridges Loaded by High-Speed Trains [in Polish], WNT, Warsaw, Poland 2005.
  • [3] 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.
  • [4] 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.
  • [5] 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.
  • [6] Zhang, Q.-L., et al., Numerical Simulation of Train – Bridge Interaction Dynamics, Computers and Structures, Vol. 79, pp. 1059–1075, 2001.
  • [7] 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.
  • [8] 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.
  • [9] Szurgott, P., Klasztorny, M., Modelling and Numerical Simulation of Symmetric Vibrations of the KNI 140070 Viaduct – RHEDA Track – ICE-3 Train System, Proceedings of the 19th International Conference on Computer Methods in Mechanics (CMM2011), Warsaw, Poland 2011.
  • [10] 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.
  • [11] 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 Staes 2012.
  • [12] Modernization of the Rail-Line 4 –E 65. Viaduct No. KNI 140070. Building Project [in Polish], Warsaw, Poland 2007.
  • [13] Jones, R. M., Mechanics of Composite Materials, Taylor & Francis, London 1999.
  • [14] 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.
  • [15] http://kolej.krb.com.pl/dt/zal1.htm
  • [16] Polish Standard: PN-H-84027-07:1984. Steel for Rail-Engineering. Normal Rails. Sorts [in Polish], PKN, Warsaw, Poland 1984.
  • [17] Hallquist, J. O., LS-DYNA V971 R4 Beta. Keyword User’s Manual, LSTC Co., Livermore, CA United States 2009.
  • [18] Bachmann, H., Vibration Problems in Structures, Birkhäuser: Berlin 1995.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUJ8-0019-0090
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