Synchronous high-speed measurements of a flexible structure under wind gust load

M. Breuer, Torben Neumann
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Abstract

Simultaneously measuring the fluid flow around a flexible structure and the resulting deformations during short-term yet highly dynamic flow events is the focus of this fluid–structure interaction (FSI) study. These scenarios occur when a wind gust impacts a flexible structure, leading to extreme loads and significant deflections. To mimic such gusts, a specifically designed wind gust generator is used within a wind tunnel featuring an open test section. A high-speed particle-image velocimetry system records the flow field, while the digital-image correlation technique captures the structural deformations. That allows us to perform synchronized coupled fluid–structure measurements for a T-structure under wind gust load. The time-resolved measurements are repeated up to 104 times, allowing for phase-averaging of both the flow and the structural data, and to examine the convergence of the statistics. A comprehensive analysis of the instantaneous and phase-averaged data reveals that the flow field in the vicinity of the structure undergoes noticeable changes during the gust impact. The recirculation region behind the T-structures perceptibly increases when the gust hits the structure. A maximum deformation of about 10% of its height is observed during the highly dynamic gust event. Given (1) the availability of synchronously recorded data for both the fluid flow and the structure deformation, (2) the simplicity of the structure's geometry, and (3) the moderate Reynolds number of about 4×104, this case also serves as a well-suited benchmark test case for evaluating simulation methodologies for strongly coupled, highly dynamic FSI problems.
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对承受阵风荷载的柔性结构进行同步高速测量
本项流固耦合(FSI)研究的重点是同时测量柔性结构周围的流体流动以及在短期高动态流动事件中产生的变形。当阵风冲击柔性结构时,会产生极端载荷和显著变形。为了模拟这种阵风,在具有开放测试部分的风洞中使用了专门设计的阵风发生器。高速粒子图像测速系统记录流场,数字图像相关技术捕捉结构变形。这样,我们就可以对承受阵风荷载的 T 型结构进行流固耦合同步测量。时间分辨测量最多可重复 104 次,这样就可以对流动和结构数据进行相位平均,并检查统计数据的收敛性。对瞬时数据和相位平均数据的综合分析表明,在阵风影响期间,结构附近的流场发生了明显的变化。当阵风撞击结构时,T 型结构后面的再循环区域明显增大。在高动态阵风事件中,观察到的最大变形量约为其高度的 10%。考虑到(1)流体流动和结构变形的同步记录数据的可用性,(2)结构几何形状的简单性,以及(3)约 4×104 的适中雷诺数,本案例也非常适合作为评估强耦合、高动态 FSI 问题模拟方法的基准测试案例。
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