A simplified vortex model for the mechanism of vortex-induced vibrations in a streamlined closed-box girder

被引:12
作者
Hu, Chuanxin [1 ]
Zhao, Lin [2 ,3 ]
Ge, Yaojun [2 ,3 ]
机构
[1] Wuhan Univ Sci & Technol, Dept Civil Engn, Wuhan 430065, Peoples R China
[2] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[3] Tongji Univ, Key Lab Transport Ind Wind Resistant Technol Brid, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
streamlined closed-box girder; Vortex-Induced Vibrations (VIVs); simplified vortex model; vortex-drift pattern; time-frequency characteristics; SUSPENSION BRIDGE; INDUCED OSCILLATIONS; EXCITATION; SCALE;
D O I
10.12989/was.2021.32.4.309
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The vortex-drift pattern over a girder surface, actually demonstrating the complex fluid-structure interactions between the structure and surrounding flow, is strongly correlated with the VIVs but has still not been elucidated and may be useful for modeling VIVs. The complex fluid-structure interactions between the structure and surrounding flow are considerably simplified in constructing a vortex model to describe the vortex-drift pattern characterized by the ratio of the vortex-drift velocity to the oncoming flow velocity, considering the aerodynamic work. A spring-suspended sectional model (SSSM) is used to measure the pressure in wind tunnel tests, and the aerodynamic parameters for a typical streamlined closed-box girder are obtained from the spatial distribution of the phase lags between the distributed aerodynamic forces at each pressure point and the vortex-excited forces (VEFs). The results show that the ratio of the vortex-drift velocity to the oncoming flow velocity is inversely proportional to the vibration amplitude in the lock-in region and therefore attributed to the ?lock-in? phenomena of the VIVs. Installing spoilers on handrails can destroy the regular vortex-drift pattern along the girder surface and thus suppress vertical VIVs.
引用
收藏
页码:309 / 319
页数:11
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