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A cut-cell finite volume - finite element coupling approach for fluid-structure interaction in compressible flow

机译:切割单元有限体积 - 有限元耦合方法   可压缩流动中的流体 - 结构相互作用

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摘要

We present a loosely coupled approach for the solution of fluid-structureinteraction problems between a compressible flow and a deformable structure.The method is based on staggered Dirichlet-Neumann partitioning. The interfacemotion in the Eulerian frame is accounted for by a conservative cut-cellImmersed Boundary method. The present approach enables sub-cell resolution byconsidering individual cut-elements within a single fluid cell, whichguarantees an accurate representation of the time-varying solid interface. Thecut-cell procedure inevitably leads to non-matching interfaces, demanding for aspecial treatment. A Mortar method is chosen in order to obtain a conservativeand consistent load transfer. We validate our method by investigatingtwo-dimensional test cases comprising a shock-loaded rigid cylinder and adeformable panel. Moreover, the aeroelastic instability of a thin platestructure is studied with a focus on the prediction of flutter onset. Finally,we propose a three-dimensional fluid-structure interaction test case of aflexible inflated thin shell interacting with a shock wave involving large andcomplex structural deformations.
机译:我们提出了一种松散耦合的方法来解决可压缩流和可变形结构之间的流固耦合问题。该方法基于交错的Dirichlet-Neumann分区。欧拉框架中的界面运动是通过保守的切割单元浸入边界方法解决的。本方法通过考虑单个流体池中的各个切割元素来实现子池分辨率,从而保证了时变固体界面的精确表示。切细胞程序不可避免地导致界面不匹配,需要特殊处理。选择灰浆法以获得保守且一致的载荷传递。我们通过研究包括冲击载荷的刚性圆柱体和可变形面板的二维测试案例来验证我们的方法。此外,研究了薄板结构的气动弹性不稳定性,重点是预测颤振的发生。最后,我们提出了柔性充气薄壳与涉及大而复杂的结构变形的冲击波相互作用的三维流体-结构相互作用测试案例。

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