Abstract:With wind tunnel test of a sectional model, the tri-component coefficients of a train when it runs on the flat ground, a 32m span simply-supported box girder and a 16m span simply-supported T-shaped beam were tested, respectively.Aerodynamic characteristics of the train and the bridge were comprehensively analyzed under different running cases, different railway forms, and different wind barrier conditions (installed on single side or both sides).The results show that it is safer for the train to run on the flat ground than on the box girder and the T-shaped beam.Aerodynamic coefficients of the train and bridge were very close when the wind barriers were installed on the windward side and both sides, demonstrating that the existence of leeward barrier cannot improve the aerodynamic performance efficiently.When there are simultaneously two trains, the leeward train has little aerodynamic interference on the windward one, while the windward train decreases the aerodynamic coefficients of the leeward train even to make the side force coefficient a negative value.The existence of wind barrier obviously changes the wind flow around the train-bridge system.Rolling moment coefficient to the right track is always greater than that to the left track.
王玉晶1,郭薇薇1,2,夏禾1,2,张楠1,2,张田3. 考虑风屏障效应的车桥系统三分力系数风洞试验研究[J]. 振动与冲击, 2018, 37(20): 88-94.
WANG Yujing1,GUO Weiwei1,2,XIA He1,2,ZHANG Nan1,2,ZHANG Tian3. Wind tunnel test of tri-component coefficients for a train-bridge system considering wind barrier effect. JOURNAL OF VIBRATION AND SHOCK, 2018, 37(20): 88-94.
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