Wind-induced pressures around a sectional twin-deck bridge model: Effects of gap-width on the aerodynamic forces and vortex shedding mechanisms

被引:80
作者
Kwok, K. C. S. [3 ,4 ]
Qin, X. R. [1 ,4 ]
Fok, C. H. [2 ,4 ]
Hitchcock, P. A. [4 ]
机构
[1] Tongji Univ, Inst Mech Design & Its Theory, Sch Mech Engn, Shanghai 200092, Peoples R China
[2] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[3] Univ Western Sydney, Inst Infrastruct Engn, Penrith, NSW 2751, Australia
[4] Hong Kong Univ Sci & Technol, CLP Power Wind Wave Tunnel Facil, Hong Kong, Hong Kong, Peoples R China
关键词
Force and moment coefficient; Gap-width; Long-span bridge; Pressure measurement; Vortex shedding; Twin-deck bridge; FREE-STREAM TURBULENCE; SUSPENSION BRIDGE; INDUCED OSCILLATION; BASIC SECTIONS; FLOWS; EXCITATION; GIRDERS;
D O I
10.1016/j.jweia.2012.07.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effects of gap-width on the aerodynamic characteristics of a twin-deck bridge in a nominally smooth flow were investigated in this paper, with a specific goal of studying the vortex shedding mechanisms of the bridge deck. Simultaneous pressure measurements were carried out on five deck configurations, using a rigid sectional model of a twin-deck cable-stayed bridge with different gap-widths. Stream-wise mean and fluctuating pressure distributions around the bridge deck were studied to investigate the potential excitation mechanisms caused by the gap-widths at various angles of wind incidence. The effects of gap-width on the static force and moment coefficients were also analyzed. The results demonstrated that the gap-width has the potential to significantly affect the pressure distribution and hence the corresponding aerodynamic performance of the bridge deck. In addition, the analyzed results showed that the twin-deck bridge in this study is susceptible to vortex shedding and its Strouhal number gradually increases with increasing gap-width due to the change of flow regime around the bridge deck. This knowledge is essential for the complete aerodynamic evaluation of a twin-deck bridge. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:50 / 61
页数:12
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