Safety analysis of road vehicles overtake on cables-Stayed bridge under crosswinds

被引:5
|
作者
Chen, Ning [1 ,2 ,4 ]
Wang, Xiaoqian [1 ]
Li, Shouke [1 ,2 ]
Xiang, Huoyue [3 ]
机构
[1] Hunan Univ Sci & Technol, Sch Civil Engn, Xiangtan, Peoples R China
[2] Hunan Univ Sci & Technol, Hunan Prov Key Lab Struct Wind Resistance & Vibrat, Xiangtan, Peoples R China
[3] Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R China
[4] Hunan Univ Sci & Technol, Sch Civil Engn, Taoyuan Rd, Xiangtan 411201, Hunan, Peoples R China
关键词
Crosswinds; wind-vehicle-bridge; cable-stayed bridge; overtaking process; driving safety; AERODYNAMIC CHARACTERISTICS; WIND; SIMULATION; VIBRATION; FRAMEWORK; DYNAMICS; LOADS;
D O I
10.1177/13694332221145345
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It is inevitably to encounter overtaking events as vehicles pass through long-span bridges under crosswinds. The effects of the aerodynamic interference on the dynamic responses of the overtaking vehicles should be taken into account in the analysis of the driving safety of vehicles under crosswinds. The time-varying aerodynamic coefficients of the overtaking vehicles are obtained by scale model wind tunnel tests. A vehicle dynamic model is established for the analysis of the dynamic responses of articulated lorry. Based on the coupling vibration framework of the wind-vehicle-bridge system, an improved dynamic analysis system is constructed to solve the transient aerodynamic responses of the overtaking vehicle. It investigates the effects of the overtaking events on the driving safety of vehicles on bridge deck under crosswinds. The results show that the interference aerodynamic forces produced during the overtaking process have significant influences on the dynamic responses of vehicles. The maximum load transfer ratio and side-slip factor of vehicles in consideration of the effects of overtaking event are much greater than the case taking no account of the interference aerodynamic forces. Although the overtaking event do not play a decisive role in the driving safety of vehicles crossing the bridge, it is necessary to consider the combined adverse effects of the overtaking event and crosswinds on the safety of vehicles.
引用
收藏
页码:870 / 887
页数:18
相关论文
共 50 条
  • [31] Coupling Analysis of Autonomous Vehicles and Road Safety
    Hou, Duo
    Zhang, Lei
    Dong, Decun
    Ou, Dongxiu
    Proceedings - 2022 International Symposium on Electrical, Electronics and Information Engineering, ISEEIE 2022, 2022, : 57 - 62
  • [32] Coupling analysis of transient aerodynamic and dynamic response of articulated heavy vehicles under crosswinds
    Zhang, Qianwen
    Su, Chuqi
    Tsubokura, Makoto
    Hu, Zhen
    Wang, Yiping
    PHYSICS OF FLUIDS, 2022, 34 (01)
  • [33] An experimental analysis of the aerodynamic characteristics of a high-speed train on a bridge under crosswinds
    Wang, Ming
    Li, Xiao-Zhen
    Xiao, Jun
    Zou, Qi-Yang
    Sha, Hai-Qing
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 177 : 92 - 100
  • [34] Running Safety Analysis Of Long-Span Railway Cable-stayed Bridge under Seismic Excitations
    Liu, Wei
    Lei, Hujun
    Huang, Jiangze
    Huang, Bingkun
    2018 3RD INTERNATIONAL CONFERENCE ON SMART CITY AND SYSTEMS ENGINEERING (ICSCSE), 2018, : 92 - 98
  • [35] Nonlinear vibration of steel and CFRP cables of long span cable-stayed bridge under vehicular loads
    Zhang, He
    Xie, Xu
    Gongcheng Lixue/Engineering Mechanics, 2009, 26 (08): : 123 - 130
  • [36] Nonlinear dynamic analysis of cable-stayed arches under primary resonance of cables
    Jiangen Lv
    Houjun Kang
    Archive of Applied Mechanics, 2018, 88 : 573 - 586
  • [37] Nonlinear dynamic analysis of cable-stayed arches under primary resonance of cables
    Lv, Jiangen
    Kang, Houjun
    ARCHIVE OF APPLIED MECHANICS, 2018, 88 (04) : 573 - 586
  • [38] A fast hybrid algorithm for the random vibration analysis of train-bridge systems under crosswinds
    Wang, Lidong
    Zhang, Xun
    Han, Yan
    Liu, Hanyun
    Hu, Peng
    Cai, C. S.
    ENGINEERING STRUCTURES, 2024, 299
  • [39] VIBRATION CONTROL OF DIFFERENT FRP CABLES IN LONG-SPAN CABLE-STAYED BRIDGE UNDER INDIRECT EXCITATIONS
    Wang, Xin
    Wu, Zhishen
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2011, 5 (02) : 167 - 188
  • [40] Free vibration analysis of continuous bridge under the vehicles
    Tan, Guojin
    Wang, Wensheng
    Jiao, Yubo
    Wei, Zhigang
    STRUCTURAL ENGINEERING AND MECHANICS, 2017, 61 (03) : 335 - 345