Study on Flow Induced Vibration Characteristics of Two Inline Tubes and Two Parallel Tubes
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摘要: 为研究管束中的流-固耦合问题,利用有限体积法离散大涡模拟的流体控制方程及有限元方法离散结构动力学方程,结合动网格技术,实现计算结构动力学(CSD)与计算流体力学(CFD)之间的联合仿真,建立三维流体诱发弹性管束振动的数值模型。用本模型对单管振动响应进行数值模拟,并与已有实验数据比较证明了模型的合理性后,对三维弹性管的流-固耦合振动进行数值模拟分析。研究结果表明,发生锁定时单管的运动轨迹为"8"字型;两并列管的升力与横向变形幅值相等、相位相反,流体力、振幅随着间距的增加而减小,当间距大于1.5D后,两管间的相互影响基本消失,响应接近单管;两串列管中下游管的升力与振幅随节径比的增大而增大,当间距大于2D后,上游管几乎不受下游管的影响,流体力与振幅接近单管。Abstract: In order to investigate the fluid structure interaction problems occurring in tube bundles, a numerical model is presented. The unsteady three-dimensional Navier-Stokes equation and LES turbulence model are computed with finite volume approach on structured grids combined with the technique of dynamic mesh. The model presents a three dimensional fully coupled approach with solving the fluid flow and the structure vibration simultaneously, for the tube bundles in cross flows. The results show that, the presented model is validated with experimental data and compared with existing models in the literature. Trajectory of single tube is "8" shape at "locked in". The two parallel tubes oscillate in opposite phase and both have the same amplitude. For pitch higher than 1.5D, there is no mutual influence of the tubes and response is close to the case of single tube. The lift force and amplitude of downstream tube of two inline tubes are increasing as the pitch increases. The upstream tube is almost not influenced by the downstream one when the pitch is larger than 2D. The fluid force and response are close to the case of single tube.
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