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3D numerical evaluation on Strouhal frequency associated with flow-induced lift acting on an elastically supported cylindrical rod under axial flow with different velocity

机译:在轴向速度不同的情况下,弹性支撑圆柱杆上与流动引起的升力相关的斯特鲁哈尔频率的3D数值评估

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Influence of the motion of a cylindrical rod under the axial flow on the Strouhal frequency of the flow-induced lift was numerically investigated where the cylindrical rod was elastically supported and movable in the x-y plane orthogonal to the flow direction z. For typical examples, realistic input data in engineering aspects such as the damping coefficient, the mass per unit length of the cylindrical rod and the stiffness of the elastic spring supporting the rod were chosen in the numerical analysis with Re = 1000 and 2500. Under Re = 1000, the Fourier power spectra of the time variations in the x-directional cylindrical rod displacement and the associated lift acting on the cylindrical rod under the axial flow showed a sharp peak at the Strouhal frequency f(peak) = 8.9, that is sufficiently apart from the fluid dynamic excitation Strouhal frequency peak f(peak)* 0.1 numerically obtained in the previous studies for a rigidly fixed cylindrical rod under the identical flow condition. The above f(peak) deviated a little to the higher side of the natural Strouhal frequency f(0) = 8.5 of the cylindrical rod under the influence of alternating lift acting on the rod. In case Re = 2500, Fourier power spectrum of the time variation in the lift acting on the rod showed the dominant peak at the same Strouhal frequency f(peak) = 8.9 as in the case of Re = 1000 with minor intensity peaks in the higher frequency domain due to the flow transition, however these higher frequency components showed no significant effect on the motion of the cylindrical rod. (C) 2014 Elsevier Ltd. All rights reserved.
机译:数值研究了圆柱杆在轴向流动下的运动对流动引起的升力的Strouhal频率的影响,其中圆柱杆受到弹性支撑并在垂直于流动方向z的x-y平面中移动。对于典型示例,在Re = 1000和2500的数值分析中,选择了工程方面的实际输入数据,例如阻尼系数,圆柱杆的单位长度质量和支撑杆的弹性弹簧的刚度。 = 1000时,x方向圆柱杆位移的时间变化的傅立叶功率谱以及在轴向流下作用在圆柱杆上的相关升力在Strouhal频率f(peak)= 8.9处显示一个尖锐的峰值,这足够除了流体动力学激励的Strouhal频率峰值f(peak)* 0.1,在以前的研究中,在相同的流动条件下,对刚性固定的圆柱杆进行了数值计算。在作用在杆上的交替升力的影响下,上述f(peak)稍微偏离圆柱杆的自然Strouhal频率f(0)= 8.5。在Re = 2500的情况下,作用在杆上的升力的时间变化的傅立叶功率谱显示出在相同的Strouhal频率f(peak)= 8.9时的主峰,与Re = 1000的情况相同,较小的强度峰在较高由于流动过渡而在频域上产生了影响,但是这些较高的频率分量对圆柱杆的运动没有显着影响。 (C)2014 Elsevier Ltd.保留所有权利。

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