波浪型斜拉索涡激振动实验研究
[Abstract]:Bridges can be seen everywhere in people's lives. Cable-stayed bridges are composed of bridge span structure, bridge support system, cable-stayed cable and so on. In the process of design, construction and use of cable-stayed bridge, cable has become a key factor restricting the service life of cable-stayed bridge. Once the wind blows over the surface of the stay cable, there will be periodic vortex structure shedding behind its wake. This kind of periodic vortex structure shedding will make the cable surface appear longitudinal and transverse unsteady load, and will arouse vibration response when serious. This kind of long term induced vibration will lead to the fatigue damage of stay cables, and then catastrophic events will occur. Therefore, it is of great significance to study the characteristics of vortex-induced coupled vibration of stay cables. A wave-type stay cable whose surface shape changes along the curve of cosine function is proposed in the previous study. Compared with the traditional cable-stayed cable, it has a certain effect of reducing drag and damping vibration. In this paper, the vortex-induced vibration of wavy stay cables at high Reynolds number is studied experimentally. The numerical simulation of the static flow around the wave stayed cable at high Reynolds number has been carried out in the early stage. The results show that the wave type stay cable? / DU 2 and? / DU 6 have a certain effect of reducing drag and vibration when 4Ren 1? 10:00. Among them, the drag coefficients of? / D _ 2a / D _ (0.3) and? / D _ (6) / D _ (0. 15) decreased to 0.78 and 0.89, respectively, mainly due to the periodic variation of the wavy stay cables along the extension direction. A more stable three-dimensional shear layer is formed, which changes the pressure distribution on the surface of the cable and inhibits the formation of vortex detachment, thus having the characteristic of reducing drag and damping vibration. In a small wind tunnel, a three-component force sensor and a cobra probe were used to analyze the correlation between the lift resistance coefficient and the velocity. It was found that the wave-type stay cable? / D _ 2 / D _ (2) / D _ (0. 15) was within 4 5Re?1?10 / 10 miles. The drag coefficient is smaller than that of the straight stay cable, and the maximum drag reduction effect reaches 15.8 when 4Ren 1? 10:00, and the lift coefficient of pulsation at 4Ren 410:00 is also smaller than that of the straight stay cable. Finally, the vortex-induced vibration of wavy stay cables is studied by using hot wire anemometer, laser displacement sensor and smoke line. The vortex-induced coupled vibration of wavy stay cables and the phenomenon of frequency "locking" in the Re=6800 20480 region are studied, and the direct stay cables are introduced as a comparison. The experimental results show that under the same mass ratio and damping ratio, the wave-type stay cable? / D ~ (2) / D ~ (1) / D ~ (6) A / D _ (0.075) is easily induced to vibrate with the straight stay cable, and the wave type? / D ~ (2), The effect of a/D?0.15 is better than that of wave type? / D0. 075. Compared with the cable, the maximum amplitude of induced vibration is reduced by 10%, and the locking interval is shortened. It is mainly due to the large inclination of the surface concave and convex, the strength of the secondary vortex along the spanwise direction can be enhanced, once induced vibration, it will interfere with the vortex excitation of the stay cable, so as to achieve the purpose of vibration reduction. In this paper, the study of drag and vibration reduction of wave-type stay cables at high Reynolds number by static flow and vortex-induced vibration has laid a theoretical foundation for the practical application of wave-type stay cables.
【学位授予单位】:武汉理工大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:U446;U448.27
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