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Application of Snapshot POD Analysis in Extracting Flow Structures around Bridge Decks

机译:快照POD分析在桥梁桥面流结构提取中的应用

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摘要

The long span bridges have been much more flexible and vulnerable to wind induced vibrations due to their continuing increase of span length. To understand the mechanism of wind induced vibrations and achieve better vibration mitigation methods, the complex flow around the bridge decks have been carefully studied using advanced numerical simulations or advanced experimental techniques. In the present paper, the snapshot proper orthogonal decomposition (SSPOD) is used to analyze flow structures obtained from numerical simulations and fluid visualization techniques. The results from numerical simulations based on computational fluid dynamics (CFD) are compared with those from numerical simulations and experiments in the literature and Particle Image Velocimetry (PIV) experiments in the present study. For a demonstration purpose, flow structures around a square cylinder and a twin box bridge deck section were analyzed using the SSPOD. Periodical flow patterns were found in the downstream of the bluff body sections. The revised frozen turbulence hypothesis is used in the present study to analyze the vortex evolution in four phase angles when taking the lift coefficient as a reference signal. Vortex structures are successfully extracted and the vortices are found moving at a constant speed, while the non-dimensional frequency of the vortex moving is the same as the Strouhal number. For the twin-box girders, periodical flow pattern changes are found in the downstream of the twin-box girders, as well.
机译:大跨度的桥梁由于跨度的持续增加而变得更加灵活,并且容易受到风振的影响。为了了解风振的机理并获得更好的减振方法,已经使用先进的数值模拟或先进的实验技术仔细研究了桥面板周围的复杂流动。在本文中,快照固有正交分解(SSPOD)用于分析通过数值模拟和流体可视化技术获得的流动结构。将基于计算流体动力学(CFD)的数值模拟结果与文献中的数值模拟和实验结果以及本研究中的粒子图像测速(PIV)实验结果进行了比较。出于演示目的,使用SSPOD分析了方形圆柱体和双箱形桥面板部分周围的流动结构。在钝体部分的下游发现了周期性的流动模式。修正后的冻结湍流假说在本研究中用于以升力系数作为参考信号分析四个相位角的涡旋演化。成功地提取了涡旋结构,并发现涡旋以恒定速度运动,而涡旋运动的无量纲频率与Strouhal数相同。对于双箱大梁,在双箱大梁的下游也发现了周期性的流型变化。

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