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On the applicability of 2D URANS and SST k-ω turbulence model to the fluid-structure interaction of rectangular cylinders

机译:二维URANS和SSTk-ω湍流模型在矩形圆柱流固耦合中的适用性

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摘要

In this work the practical applicability of a 2D URANS approach adopting a block structured mesh and Menter's SST k-ω turbulence model in fluid-structure interaction (FSI) problems is studied using as a test case a ratio B/H = 4 rectangular cylinder. The vortex-induced vibration (VIV) and torsional flutter phenomena are analyzed based on the computation of the out-of-phase and in-phase components of the forced frequency component of lift and moment coefficients when the section is forced to periodically oscillate both in heave and pitch degrees of freedom. Also the flutter derivatives are evaluated numerically from the same forced oscillation simulations. A good general agreement has been found with both experimental and numerical data reported in the literature. This highlights the benefits of this relatively simple and straightforward approach. These methods, once their feasibility has been checked, are ready to use in parametric design of bridge deck sections and, at a later stage, in the shape optimization of deck girders considering aeroelastic constraints.
机译:在这项工作中,采用比率为B / H = 4的矩形圆柱体,研究了采用块状结构网格和Menter的SSTk-ω湍流模型的二维URANS方法在流体-结构相互作用(FSI)问题中的实际适用性。当截面被迫周期性地振动时,基于升力的强迫频率分量的异相和同相分量以及力矩系数的计算,分析了涡激振动(VIV)和扭振现象。升沉和俯仰的自由度。颤振导数也可以通过相同的强制振荡仿真进行数值评估。在文献报道的实验数据和数值数据上都找到了一个很好的一般性协议。这凸显了这种相对简单直接的方法的好处。一旦检查了这些方法的可行性,便可以将其用于桥面截面的参数化设计,并在以后的阶段中考虑空气弹性约束,用于优化桥面梁的形状。

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