One-way FSI Simulation of the Added Damping of T(0,1) Modes of Two Partially Overlapped Identical Plates in Still Water

Ming Zhang, Qing-guang Chen, Jun Li
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Abstract

Structures with a partially overlapped status in water can be seen in some engineering applications, and the fluid-structure coupling vibration behavior of two partially overlapped identical plates has been studied previously through the experimental method. In this study, the added damping of the T(0,1) modes of two submerged partially overlapped plates is numerically investigated through the one-way fluid-structure interaction (FSI) method. The relevant numerical settings, like the mesh size, calculated periods, time step size, and vibration amplitude, were tested first. Then, the numerical results were compared with experimental results, and good agreements were found. Finally, numerical results were analyzed. The vibration status of two plates in the joint abutting area or the overlapped area has an important influence on the added mass variation. When the added mass is higher, the phase difference between modal force and vibration displacement is also greater, which is the main reason for the higher added damping. The relationship between the phase difference and the frequency in water can be approximately fitted to a straight line, which can probably be used to predict the added damping variations caused by fluid boundary changes of submerged structures.
单向 FSI 模拟静水中两个部分重叠的相同平板的 T(0,1) 模的附加阻尼
在一些工程应用中可以看到水中部分重叠状态的结构,以前曾通过实验方法研究过两块部分重叠的相同板材的流固耦合振动行为。在本研究中,通过单向流固耦合(FSI)方法对两块水下部分重叠板的 T(0,1)模态的附加阻尼进行了数值研究。首先测试了相关的数值设置,如网格大小、计算周期、时间步长和振动振幅。然后,将数值结果与实验结果进行比较,发现两者吻合良好。最后,对数值结果进行了分析。两块板在连接相邻区域或重叠区域的振动状态对附加质量变化有重要影响。附加质量越大,模态力与振动位移之间的相位差也越大,这是附加阻尼越大的主要原因。相位差与水中频率之间的关系可近似拟合为一条直线,这或许可用于预测水下结构的流体边界变化引起的附加阻尼变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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