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首页> 外文期刊>Journal of Fluids and Structures >Vortex-induced vibrations of a flexibly-mounted inclined cylinder
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Vortex-induced vibrations of a flexibly-mounted inclined cylinder

机译:柔性安装的倾斜圆柱体的涡激振动

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The majority of studies on vortex-induced vibrations of a flexibly-mounted rigid cylinder are for the cases where the flow direction is perpendicular to the long axis of the structure. However, in many engineering applications, such as cable stays in bridges and mooring lines of floating offshore wind turbines, the flow direction may not be perpendicular to the structure. To understand the vortex shedding behind a fixed inclined cylinder, the Independence Principle (IP) has been used. The IP assumes that an inclined cylinder behaves similarly to a normal-incidence case, if only the component of the free stream velocity normal to the cylinder axis is considered. The IP neglects the effect of the axial component of the flow, which seems reasonable for small angles of inclination, but not for large angles. In the present study, a series of experiments have been conducted on a flexibly-mounted rigid cylinder placed inclined to the oncoming flow with various angles of inclination (0° < θ < 75°) in a range of Reynolds numbers from 500 to 4000 to investigate how the angle of inclination affects VIV. A rigid cylinder was mounted on springs, and air bearings were used to reduce the structural damping of the system. The system was placed in the test-section of a recirculating water tunnel and the crossflow displacements were measured at each flow velocity. Even at high angles of inclination, large-amplitude oscillations were observed. As the angle of inclination was increased, the lock-in range (the range of reduced flow velocities for which the cylinder oscillates with a large amplitude) started at a higher reduced velocity. When only the normal component of the oncoming flow was considered, the onset of lock-in was observed to be at the same normalized flow velocity for all angles of inclination except for 75°. However, the width of the lock-in region, its pattern, the maximum amplitude of oscillations and its corresponding normalized reduced velocity were not following the results of a normal-incidence case entirely. Flow visualizations showed a vortex shedding parallel to the cylinder's axis for all the angles of inclination considered. The influence of a slight change in the added mass as well as the direction of the inclined cylinder on the response was studied as well.
机译:对于柔性安装的刚性圆柱体的涡流引起的振动的大多数研究是针对流动方向垂直于结构的长轴的情况。但是,在许多工程应用中,例如悬空海上风力涡轮机的桥梁和系泊缆中的电缆斜撑,其流向可能不垂直于结构。为了了解固定倾斜圆柱体后面的涡流脱落,已使用了独立原理(IP)。如果仅考虑垂直于圆柱轴线的自由流速度分量,则IP假设倾斜圆柱的行为与法向入射情况相似。 IP忽略了流的轴向分量的影响,这对于较小的倾斜角度似乎是合理的,但对于较大的角度则不可行。在本研究中,已对一系列可弯曲安装的刚性圆柱体进行了一系列实验,这些圆柱体在500至4000至4000的雷诺数至研究倾斜角度如何影响VIV。将刚性圆柱体安装在弹簧上,并使用空气轴承来减少系统的结构阻尼。将系统放置在循环水隧道的测试区,并在每种流速下测量错流位移。即使在大倾角下,也观察到大振幅的振荡。随着倾斜角度的增加,锁定范围(汽缸以较大幅度振荡的降低的流速范围)以更高的降低速度开始。当仅考虑迎面流的法向分量时,对于除75°以外的所有倾斜角度,都可以观察到锁定开始时的归一化流速相同。但是,锁定区域的宽度,其模式,最大振动幅度及其相应的归一化降低速度并没有完全遵循正常入射情况的结果。流动可视化显示,对于所有考虑的倾斜角度,平行于圆柱体轴线的涡流脱落。还研究了附加质量以及倾斜圆柱体方向的微小变化对响应的影响。

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