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Wind tunnel test on aerodynamic effect of wind barriers on train-bridge system

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  • Special Topic: High-speed Railway Infrastructure (II)
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Abstract

To investigate the aerodynamic effect of wind barriers on a high-speed train-bridge system, a sectional model test was conducted in a closed-circuit-type wind tunnel. Several different cases, including with and without barriers, with different barrier heights and porosity rates, and with different train arrangements on the bridge were taken into consideration; in addition, the aerodynamic coefficients of the train-bridge system were measured. It is found that the side force and rolling moment coefficients of the vehicle are efficiently reduced by a single-side wind barrier, but for the bridge deck these values are increased. The height and porosity rate of the barrier are two important factors that influence the windbreak effect. Train arrangement on the bridge will considerably influence the aerodynamic properties of the train-bridge system. The side force and rolling moment coefficients of the vehicle at the windward side are larger than at the leeward side.

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References

  1. Chen R L, Zeng Q Y, Huang Y Q, et al. Analysis theory of random energy of train derailment in wind. Sci China Phys Mech Astron, 2010, 53: 751–757

    Article  Google Scholar 

  2. Li Y L, Qiang S Z, Liao H L, Xu Y L. Dynamics of wind-rail vehicle-bridge systems. J Wind Eng Ind Aerod, 2005, 93: 483–507

    Article  Google Scholar 

  3. Zhang T, Xia H, Guo W W. Analysis on running safety of train on bridge with wind barriers subjected to cross wind. Wind Struct, 2013, 17: 203–225

    Article  Google Scholar 

  4. Guo W W, Xia H, Zhang N. Dynamic responses of Tsing Ma bridge and running safety of trains subjected to Typhoon York. Int J Rail Transport, 2013, 1: 181–192

    Article  Google Scholar 

  5. Guo W W, Xu, Y L, Xia H, et al. Dynamic response of suspension bridge to typhoon and trains II: Numerical results. J Struct Eng, 2007, 133: 12–21

    Article  Google Scholar 

  6. Xu Y L, Zhang N, Xia H. Vibration of coupled train and cable-stayed bridge systems in cross winds. Eng Struct, 2004, 26: 1389–1406

    Article  Google Scholar 

  7. Xu Y L. Wind Effects on Cable-Supported Bridges. Singapore: John Wiley & Sons, 2013

    Book  Google Scholar 

  8. Shirai S, Ueda T. Aerodynamic simulation by CFD on flat box girder of super-long-span suspension bridge. J Wind Eng Ind Aerod, 2003, 91: 279–290

    Article  Google Scholar 

  9. Bocciolone M, Cheli F, Corradi R, et al. Crosswind action on rail vehicles: Wind tunnel experimental analyses. J Wind Eng Ind Aerod, 2008, 96: 584–610

    Article  Google Scholar 

  10. Cheli F, Corradi R, Rocchi D, et al. Wind tunnel tests on train scaled models to investigate the effect of infrastructure scenario. J Wind Eng Ind Aerod, 2010, 98: 353–362

    Article  Google Scholar 

  11. Zhu L D, Li L, Xu Y L, Zhu Q. Wind tunnel investigations of aerodynamic coefficients of road vehicles on bridge deck. J Fluids Struct, 2012, 30: 35–50

    Article  Google Scholar 

  12. Diana G, Fiammenghi G, Belloli M, et al. Wind tunnel tests and numerical approach for long span bridges: The Messina bridge. J Wind Eng Ind Aerod, 2013, 122: 38–49

    Article  Google Scholar 

  13. Qian Z Y. Strong wind disaster and control countermeasure for northwest China railways (in Chinese). Chin Rail, 2009, 51: 1–4

    Google Scholar 

  14. Ge S C, Jiang F Q. Analyses of the causes for wind disaster in strong wind area along Lanzhou-Xinjiang railway and the effect of windbreak (in Chinese). J Rail Eng Soc, 2009, 5: 1–4

    Google Scholar 

  15. Kwon S D, Kim D H, Lee S H, et al. Design criteria of wind barriers for traffic. Part 1: Wind barrier performance. Wind Struct, 2011, 14: 55–70

    Article  Google Scholar 

  16. Kim D H, Kwon S D, Lee I K, et al. Design criteria of wind barriers for traffic. Part 2: Decision making process. Wind Struct, 2011, 14: 71–80

    Article  Google Scholar 

  17. Suzuki M, Tanemoto K, Maeda T. Aerodynamic characteristics of train/vehicles under cross winds. J Wind Eng Ind Aerod, 2003, 91: 209–218

    Article  Google Scholar 

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Correspondence to WeiWei Guo.

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Guo, W., Wang, Y., Xia, H. et al. Wind tunnel test on aerodynamic effect of wind barriers on train-bridge system. Sci. China Technol. Sci. 58, 219–225 (2015). https://doi.org/10.1007/s11431-014-5675-1

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  • DOI: https://doi.org/10.1007/s11431-014-5675-1

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