Vehicle Effect on Vortex-induced Vibration of Flat Steel Box Girder

Vortex-induced vibration (VIV) occurs at low wind speed under normal condition, affected greatly by section type of bridge and its ancillary facilities. Few researches on VIV of vehicle-bridge system are conducted, and many researchers pointed that vehicle-bridge system should be paid attention to in wind tunnel test. In this paper, type of vehicle, number of vehicle and distance of traffic flow’s influence on VIV were studied with a flat steel box girder model. Results obtained from wind tunnel tests were displayed in order to prove the following rules: First of all, compared with conditions without vehicles, response of VIV is reduced severely when a vehicle is placed on the bridge. Secondly, response of VIV and range of VIV with three vehicles are greater than one vehicle on the bridge. At last, VIV is reduced when distance of traffic flow increases. Mechanism from fluid dynamic point view is given by simulating the working conditions with ANSYS 14.5.

[1]  Christos T. Georgakis,et al.  Effects of surface roughness and cross-sectional distortion on the wind-induced response of bridge cables in dry conditions , 2015 .

[2]  Guan Qing-ha Effects of railings on vortex-induced vibration of a bridge deck section , 2014 .

[3]  Liu Ketong,et al.  Numerical Investigation for Aerodynamic Derivatives of Bridge Deck Using DES , 2014 .

[4]  Jinping Ou,et al.  Experimental Study of Rain Effects on Vortex Shedding of Long Span Bridge Girders , 2012 .

[5]  Li Mingshui,et al.  Mitigation Measures of Vortex-Induced Vibration of Suspension Bridge Based on Section Model Test , 2012 .

[6]  C. S. Cai,et al.  Experimental study on aerodynamic derivatives of a bridge cross-section under different traffic flows , 2014 .

[7]  Weiwei Guo,et al.  Wind tunnel test on aerodynamic effect of wind barriers on train-bridge system , 2015 .

[8]  Frederic Legeron,et al.  Effect of sway movement and motion axis on flutter and vortex induced vibration in a 3 DOF wind tunnel sectional test , 2015 .

[9]  F. Dorigatti,et al.  Wind tunnel measurements of crosswind loads on high sided vehicles over long span bridges , 2012 .

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

[11]  Cccc Highway Sectional model wind tunnel test of a cable-stayed bridge with separated bluff steel twin-box girder , 2010 .

[12]  Yaojun Ge,et al.  Wind tunnel test for vortex-induced vibration of vehicle-bridge system section model , 2008 .