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Modelling and numerical simulation of symmetric vibrations of the KNI 140070 viaduct -ballasted track - KTX train system

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EN
Abstrakty
EN
The paper develops a new methodology of FE modelling and simulation of the bridge - track - moving train system with the use of CAE systems. The KNI 140070 viaduct of span length 14.40 m, located on the Polish Central Main Line, has been selected. The modernized track contains: 60E1 main rails equipped with Vossloh 300-1 fasteners, 60E1 side rails with SB3 fasteners, B 320 U60 sleepers, crushed stone ballast, approach RC slabs. A KTX (Korea Train eXpress) high-speed train, being a modification of a TGV train, is taken into consideration. A methodology of physical and numerical modelling of the viaduct, the track and the train was developed using Altair HyperMesh and LS-PrePost software. The FE model of a bridge superstructure consists of 4-node shell elements (main beams) and 8-node 48 DOF solid elements (reinforced concrete platform). RAIL TRACK and RAIL TRAIN modules available in LS-Dyna system were applied for simulating the train — trach interaction. Hughes-Liu beam elements were used for the rail modelling. Rail fastenings were simulated using one-dimensional discrete spring and damper elements. Carbodies, bogieframes and wheelsets were considered as rigid bodies and they were modelled using shell and beam elements. Cylindrical and revolute constrained joints and discrete springs and dampers were applied to connect all components of the FE model of rail-vehicles. The exemplary simulation of transient vibrations of the bridge - trach -train system has been made for service velocity 300 km/h. Contours of displacement and stress and selected time histories for displacements, accelerations and stresses, created in LS-PrePost and HyperView software, have been analysed.
Twórcy
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autor
  • Military University of Technology Department of Mechanics and Applied Computer Science Gen. S. Kaliskiego Street 2, 00-908 Warsaw, Poland tel: +48 22 6837610,fax: +48 22 6839355, pszurgott@wat.edu.pl
Bibliografia
  • [1] Bachmann, H., Vibration problems in structures. Practical guidelines, Basel–Boston–Berlin, Birkhauser 1995.
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  • [3] Cheng, Y. S., et al., Vibration of railway bridges under a moving train by using bridge-trackvehicle element, Engineering Structures, Vol. 23, pp. 1597-1606, 2001.
  • [4] Fiche Technique TGV Corée, http://pagesperso-orange.fr/florent.brisou/Fiche%20TGV-K.htm, Retrieved on March 17, 2010.
  • [5] Fryba, L., Vibrations of solids and structures under moving load, Academia, Praha 1972.
  • [6] Hallquist, J. O., LS-DYNA V971 R4 Beta. Keyword User’s Manual, LSTC Co., Livermore, USA 2009.
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  • [9] Klasztorny, M., Vibrations of single-track railway bridges under high-speed trains [in Polish], Wroclaw Univ. Techn. Press, Wroclaw 1987.
  • [10] Klasztorny, M., Dynamics of beam bridges loaded by high-speed trains [in Polish], WNT Press, Warsaw 2005.
  • [11] Kwark, J. W., et al., Dynamic behavior of two-span continuous concrete bridges under moving high-speed train, Computers and Structures, Vol. 82, Iss. 4-5, pp. 463-474, 2004.
  • [12] Modernization of the rail-line 4 –E 65 from Grodzisk Maz. to Zawiercie. Northern branch Knapówka – Psary – Gora Włod. Way. Building Project [in Polish].
  • [13] Niemierko, A., et al., Reinforcing the track and the subgrade in the approach zones to engineering objects and in other cases of rapid stiffness change of the track subsoil (Stage 1) [in Polish], Project No. M1-123, Research Institute for Roads and Bridges, Warsaw 2009.
  • [14] Song, M. K., Choi, C. K., Analysis of high-speed vehicle-bridge interactions by a simplified 3-D model, Struct. Eng. & Mech., Vol. 13, No. 5, pp. 505-532, 2002.
  • [15] Strength calculations of protected layers [in Polish], http://kolej.krb.com.pl/dt/zal1.htm.
  • [16] The High Speed Rail System in Korea, Alstom Leaflet, 2004, www.transport.alstom.com.
  • [17] 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.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUJ7-0017-0025
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