CFD Numerical Simulation of Wind Field and Vehicle Aerodynamic Characteristics on Truss Bridge Deck under Crosswind

被引:5
|
作者
Zhang, Mingjin [1 ,2 ,3 ]
Zhang, Jinxiang [1 ]
Long, Junting [4 ]
Li, Yongle [1 ,2 ]
Zou, Yulin [5 ]
Yin, Dianguo [6 ]
机构
[1] Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu 610031, Peoples R China
[2] Southwest Jiaotong Univ, Wind Engn Key Lab Sichuan Prov, Chengdu 610031, Peoples R China
[3] TY Lin Int Engn Consulting Chongqing Co Ltd, Chongqing 400031, Peoples R China
[4] China Railway Eryuan Engn Grp Co Ltd, Chengdu 610000, Peoples R China
[5] Sichuan Yanjiang Panning Expressway Co Ltd, Xichang 615000, Peoples R China
[6] Chongqing Univ, Gen Res Inst Architecture & Planning Design Co Lt, Chongqing 400030, Peoples R China
基金
中国国家自然科学基金;
关键词
CFD Numerical simulation; Wind field characteristics; Vehicle; Bridge deck; Equivalent wind speed; Aerodynamic coefficient; ROAD VEHICLES; TURBULENCE MODELS; TOWER;
D O I
10.1007/s12205-022-1768-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Due to the complexity and changeability of the wind field in deep-cut gorges, the vehicles on the bridge deck are easily affected by a strong crosswind. Thus, to accurately evaluate the wind field characteristics of a suspension bridge deck, the wind profiles of wind speed and angle of attack (AoA) and the vehicle aerodynamic parameters were investigated by the CFD. The results show that the shape of wind speed profile is mainly controlled by the AoA but less affected by the Reynolds number. The main girder's shielding effect can accelerate the local wind field, and the closer to the windward lane, the less the interference; thus, a suitable location of measuring points to represent the incoming flow is found. Furthermore, the equivalent wind speed based on the equivalent side force is generally larger than the value based on the rolling moment, and the responding value is greatly affected by the AoA. In addition, the vortex is a time-dependent phenomenon, the averaged flow field produced less force in the wake, but the high local wind speed variations may affect the traffic unfavorably. The results provide an essential reference significance for studying the local wind field characteristics of the bridge deck.
引用
收藏
页码:5146 / 5159
页数:14
相关论文
共 50 条
  • [41] Numerical analysis of wind field induced by moving train on HSR bridge subjected to crosswind
    Wang, Yujing
    Xia, He
    Guo, Weiwei
    Zhang, Nan
    Wang, Shaoqin
    WIND AND STRUCTURES, 2018, 27 (01) : 29 - 40
  • [42] Numerical simulation of the aerodynamic characteristics of heavy-duty trucks through viaduct in crosswind
    胡兴军
    秦鹏
    廖磊
    郭鹏
    王靖宇
    杨博
    Journal of Hydrodynamics, 2014, 26 (03) : 394 - 399
  • [43] Numerical simulation of the aerodynamic characteristics of heavy-duty trucks through viaduct in crosswind
    Hu Xing-jun
    Qin Peng
    Liao Lei
    Guo Peng
    Wang Jing-yu
    Yang Bo
    JOURNAL OF HYDRODYNAMICS, 2014, 26 (03) : 394 - 399
  • [44] Numerical simulation on aerodynamic characteristics of moving van under the train-induced wind
    He, Jiajun
    Xiang, Huoyue
    Ren, Wenyuan
    Li, Yongle
    WIND AND STRUCTURES, 2021, 33 (01) : 41 - 54
  • [45] Crosswind aerodynamic characteristics of a stationary interior railway carriage through a long-span truss-girder bridge
    He, Xuhui
    Li, Huan
    Hu, Liang
    Wang, Hanfeng
    Kareem, Ahsan
    ENGINEERING STRUCTURES, 2020, 210
  • [46] CFD-Based numerical simulation of wind field characteristics on valley and col terrain
    Yao J.
    Shen G.
    Yao D.
    Xing Y.
    Lou W.
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2016, 48 (12): : 165 - 171
  • [47] Numerical investigation on the aerodynamic characteristics of high-speed train under turbulent crosswind
    Asress, Mulugeta Biadgo
    Svorcan, Jelena
    JOURNAL OF MODERN TRANSPORTATION, 2014, 22 (04): : 225 - 234
  • [48] Aerodynamic and aeroelastic characteristics of typical bridge decks equipped with wind barriers at the windward bridge-deck edge
    Buljac, Andrija
    Kozmar, Hrvoje
    Pospisil, Stanislav
    Machacek, Michael
    ENGINEERING STRUCTURES, 2017, 137 : 310 - 322
  • [49] Study of aerodynamic parameters of truss girder bridge with inverted trapezoid section under skew wind
    School of Civil Engineering, Southwest Jiaotong University, Chengdu
    610031, China
    Bridge Constr., 4 (19-25):
  • [50] Aerodynamic Characteristics and Coupling Vibration Mechanism for Wind-vehicle-bridge Systems
    Li, Yongle
    Xiang, Huoyue
    Hu, Peng
    Qiang, Shizhong
    ADVANCES IN ENVIRONMENTAL VIBRATION, 2011, : 397 - 410