DOI QR코드

DOI QR Code

Pantograph-catenary Dynamic Interaction for a Overhead Line Supported by Noise Barrier

  • Belloli, Marco (Politecnico di Milano, Department of Mechanical Engineering) ;
  • Collina, Andrea (Politecnico di Milano, Department of Mechanical Engineering) ;
  • Pizzigoni, Bruno (Politecnico di Milano, Department of Mechanical Engineering)
  • Received : 2012.04.20
  • Accepted : 2012.06.18
  • Published : 2012.06.30

Abstract

Subject of the paper is a particular configuration of overhead line, in which noise barrier structure is used as supports of the catenary instead of standard poles. This configuration is foreseen in case the noise barrier position is in conflict with the poles location. If the catenary is supported by the noise barrier, the motion that the latter undergo due to wave pressure associated to train transit is transmitted to the overhead line, so that potentially it influences the interaction between the catenary itself and the pantograph of the passing train. The paper focuses on the influence of such peculiar configuration on the quality of the current collection of high speed pantograph, for single and double current collection. The study has been carried out first with an experimental investigation on the pressure distribution on noise barrier, both in wind tunnel and with in-field tests. Subsequently a numerical analysis of the dynamics of the barrier subjected to the wave pressure due to train transit has been carried out, and the output of such analysis has been used as input data for the simulation of the pantograph-dynamic interaction at different speeds and with front or rear pantograph in operation. Consideration of structural modifications was then highlighted, in order to reduce the influence on the contact loss percentage.

Keywords

References

  1. M. Janic (2003). "High-speed rail and air passenger transport: A comparison of the operational environmental performance," Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 217, pp. 259-269. https://doi.org/10.1243/095440903322712865
  2. Yong-Jun J., Hag-Beom K., Woo-Sung J and Dong-Hyeon K. (2009). Pressure Characteristics on Korean High-Speed Railway Acoustic Screen Using 1/61 Scaled-Down Moving Model Rig, IJR International Journal of Railway Vol. 2, No. 2, pp. 93-97.
  3. L. Hermanns, J. G. Gimenez and E. Alarcon (2005). "Efficient computation of the pressures developed during highspeed train passing events," Computers and Structures Vol. 83, pp. 793-803. https://doi.org/10.1016/j.compstruc.2004.09.009
  4. T.X. Wu and M.J. Brennan (1999). "Dynamic stiffness of a railway overhead wire system and its effect on pantographcatenary system dynamics," Journal of Sound and Vibration, Vol. 219, pp. 483-502. https://doi.org/10.1006/jsvi.1998.1869
  5. Schaub, M. and Simeon, B. (2001). "Pantograph-catenary dynamics: an analysis of models and simulation techniques," Mathematical and Computer Modelling of Dynamical Systems, Vol. 7, pp. 225-238. https://doi.org/10.1076/mcmd.7.2.225.3644
  6. Q. Shan and W. M. Zhai (1998). "A macroelement method for catenary mode analysis," Computers and Structures, Vol. 69, pp.767-772. https://doi.org/10.1016/S0045-7949(98)00130-8
  7. Brodkorb, A. and Semrau, M. (1993). "Simulationsmodell des systems oberleitungeskettenwerk und stromabnehmer," Elektrische Bhanen, Vol. 91, pp. 105-113.
  8. Harell, P., Drugge, L. and Reijm, M. (2004). Vehicle System Dynamics, Vol. 41, pp. S687-S696.
  9. S. Bruni and A. Collina (2002). "Numerical simulation of pantograph-overhead equipment interaction," Vehicle System Dynamics, Vol. 38, No. 4, pp.261-292, Swets & Zeitlinger Pub. Lisse, NE https://doi.org/10.1076/vesd.38.4.261.8286
  10. Yong Hyeon C. (2008). "Numerical simulation of the dynamic responses of railway overhead contact lines to a moving pantograph, considering a nonlinear dropper," J. of Sound & Vib., Vol. 315, No. 433-454. https://doi.org/10.1016/j.jsv.2008.02.024
  11. Bathe, K.J., Finite Element Procedures. Prentice-Hall, Englewood Cliffs, NJ,. 1996.

Cited by

  1. Dynamic response evaluation of tall noise barrier on high speed railway structures vol.366, 2016, https://doi.org/10.1016/j.jsv.2015.12.015
  2. Dynamic response of trackside structures due to the aerodynamic effects produced by passing trains vol.123, 2013, https://doi.org/10.1016/j.jweia.2013.09.005