Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence

被引:1
|
作者
Li, Weilin [1 ]
Patruno, L. [2 ]
Niu, Huawei [3 ]
An, Yonghui [4 ,5 ]
Hua, Xugang [6 ]
机构
[1] Guangxi Univ, Sch Civil Engn & Architecture, State Key Lab Featured Met Mat & Life Cycle Safety, Key Lab Disaster Prevent & Struct Safety,China Min, Nanning 530004, Guangxi, Peoples R China
[2] Univ Bologna, DICAM, Viale Risorgimento 2, I-40136 Bologna, Italy
[3] Hunan Univ, Coll Civil Engn, Changsha 410006, Peoples R China
[4] China Minist Educ, Key Lab Disaster Prevent & Struct Safety, State Key Lab Featured Met Mat & Life cycle Safety, Nanning 530004, Guangxi, Peoples R China
[5] Dalian Univ Technol, Dept Civil Engn, Dalian 116023, Peoples R China
[6] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China
基金
中国国家自然科学基金;
关键词
CABLE-STAYED BRIDGE; BUFFETING RESPONSE; GAP-WIDTH; RECTANGULAR CYLINDER; WIND; GENERATION; OPTIMIZATION; FLUTTER; DESIGN; MODELS;
D O I
10.1061/JBENF2.BEENG-6198
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aerodynamic admittance functions (AAFs) of twin-box decks are particularly complex due to the presence of a central gap, so require the performance of dedicated studies to determine them. Two main approaches are available for this purpose, which consist of studying the aerodynamic forces produced by the section when impinged by sinusoidal gusts or continuous turbulence, respectively. However, owing to the difficulty in the generation of large-scale turbulence in traditional wind tunnel tests, the two aforementioned approaches often provide remarkably different results. To address this problem, this study aims to systematically investigate the admittance function of twin-box decks by comparing three approaches: active wind tunnel tests, and large eddy simulations (LESs) using both sinusoidal gusts and continuous synthetic turbulence. In particular, wind tunnel tests equipped with an active gust generator are conducted to generate a series of single-frequency vertical sinusoidal gusts. The effects of gust amplitudes and gap widths on the AAFs are experimentally investigated. In addition, LESs are performed aiming to provide valuable insights regarding the discrepancy between AAFs obtained in the two inflow conditions. Results obtained adopting all the aforementioned methodologies are compared, showing good agreement among the three approaches and values sometimes higher than the Sears function. It is also shown that buffeting forces are mainly produced by the upstream deck, so explaining the good agreement obtained between sinusoidal gust and continuous turbulent inflows.
引用
收藏
页数:15
相关论文
共 47 条
  • [21] Experimental and numerical studies of wind-resistance performance of twin-box girder bridges with various grid plates
    Zhou, Rui
    Ge, Yaojun
    Liu, Qingkuan
    Yang, Yongxin
    Zhang, Lihai
    THIN-WALLED STRUCTURES, 2021, 166
  • [22] Vortex-induced vibration characteristics of twin-box girder section in long-span bridge: A numerical evaluation method
    Duan, Qingsong
    Shang, Jingmiao
    Ma, Cunming
    Li, Zhiguo
    PHYSICS OF FLUIDS, 2025, 37 (01)
  • [23] Vortex-induced vibration of twin-box girder and its aerodynamic characteristics study based on high-order dynamic decomposition
    Chen, Xin
    Zhu, Chao
    Ma, Cunming
    Li, Qinfeng
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2024, 249
  • [24] Experimental and Numerical Study on the Dynamic Stability of Vortex-Induced Vibration of Bridge Decks
    Xu, Kun
    Ge, Yaojun
    Zhao, Lin
    Du, Xiuli
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2018, 18 (03)
  • [25] Numerical simulation on aerodynamic admittance of the moving train on a highway-railway one-story bridge under the random synthetic turbulence
    Liu, Ye
    Han, Yan
    Hu, Peng
    Cai, C. S.
    He, Xuhui
    STRUCTURES, 2024, 69
  • [26] Experimental study on optimization of continuous steel box girder bridge deck
    Zhang, Chao
    Sun, Quansheng
    Kong, Dandan
    Hu, Bowen
    JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING, 2024, 23 (04) : 1250 - 1264
  • [27] Experimental Study on Vibration and Noise of Continuous Composite Box Girder of Railway Bridge
    Gu, Yiwei
    Wen, Wangqing
    Nie, Xin
    Zeng, Jiahua
    Jiang, Yuexin
    Journal of Railway Engineering Society, 2024, 41 (11) : 42 - 46
  • [28] Study on the evolution and local correlation of the aerodynamic force for the separated twin-box girder during vortex-induced vibration at different wind attack angles
    Li L.
    Zhang J.
    He S.
    He X.
    Xu H.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2023, 54 (01): : 124 - 136
  • [29] Numerical study on suppression of vortex-induced vibrations of box girder bridge section by aerodynamic countermeasures
    Sarwar, M. W.
    Ishihara, T.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2010, 98 (12) : 701 - 711
  • [30] Lifetime fatigue cracking behavior of weld defects in orthotropic steel bridge decks: Numerical and experimental study
    Luo, Yuan
    Liu, Xiaofan
    Cui, Jian
    Wang, Honghao
    Huang, Lian
    Zeng, Weiming
    Zhang, Haiping
    ENGINEERING FAILURE ANALYSIS, 2025, 167