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

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.

[1]  Tian Zhang,et al.  Analysis on running safety of train on bridge with wind barriers subjected to cross wind , 2013 .

[2]  G. Tomasini,et al.  Wind tunnel tests on train scale models to investigate the effect of infrastructure scenario , 2010 .

[3]  Jiang Fu-qiang,et al.  Analyses of the Causes for Wind Disaster in Strong Wind Area along Lanzhou-Xinjiang Railway and the Effect of Windbreak , 2009 .

[4]  Giorgio Diana,et al.  Wind tunnel tests and numerical approach for long span bridges: the Messina bridge , 2013 .

[5]  Yl L. Xu,et al.  Vibration of coupled train and cable-stayed bridge systems in cross winds , 2004 .

[6]  W. W. Guo,et al.  Dynamic Response of Suspension Bridge to Typhoon and Trains. II: Numerical Results , 2007 .

[7]  Dong Hyawn Kim,et al.  Design criteria of wind barriers for traffic -Part 2: decision making process , 2011 .

[8]  Tatsuo Maeda,et al.  Aerodynamic Characteristics of Train/Vehicles under Cross Winds , 2001 .

[9]  Toshio Ueda,et al.  Aerodynamic simulation by CFD on flat box girder of super-long-span suspension bridge , 2001 .

[10]  Jun Xiang,et al.  Analysis theory of random energy of train derailment in wind , 2010 .

[11]  Dong Hyawn Kim,et al.  Design criteria of wind barriers for traffic -Part 1: wind barrier performance , 2011 .

[12]  W. W. Guo,et al.  Dynamic responses of Tsing Ma Bridge and running safety of trains subjected to Typhoon York , 2013 .

[13]  You-Lin Xu,et al.  Wind Effects on Cable-Supported Bridges , 2013 .

[14]  You-Lin Xu,et al.  Wind tunnel investigations of aerodynamic coefficients of road vehicles on bridge deck , 2012 .

[15]  G. Tomasini,et al.  Crosswind action on rail vehicles: wind tunnel experimental analyses , 2008 .

[16]  You-Lin Xu,et al.  Wind Effects on Cable-Supported Bridges: Xu/Wind Effects on Cable-Supported Bridges , 2013 .

[17]  Shizhong Qiang,et al.  Dynamics of wind–rail vehicle–bridge systems , 2005 .