首页> 外文期刊>International journal of nonlinear sciences and numerical simulation >Finite Element Analysis of Flexible Structure and Cavitating Nonlinear Acoustic Fluid Interaction under Shock Wave Loading
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Finite Element Analysis of Flexible Structure and Cavitating Nonlinear Acoustic Fluid Interaction under Shock Wave Loading

机译:柔性结构的有限元分析,减震波浪柔性非线性声学流体互动

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This paper describes a numerical model and its finite element implementation that used to compute the cavitation effects on nonlinear acoustic fluid and adjacent flexible structure interaction. The system is composed of two sub-systems, namely, the fluid and the flexible flat plate. A fully coupled approach using iterative implicit partitioned scheme was implemented in the present work which can account for the effects associated whit a mutual interaction. This approach included a compressible nonlinear acoustic fluid Eulerian solver and a Lagrangian solver for the flexible structure both in finite element formulation. A novel implementation of acoustic cavitation was made possible with the introduction of a simplified one-fluid cavitation model. The element-by-element PCG (Preconditioned Conjugate Gradient) solver together with diagonal preconditioning is used to solve the large equation system resulting from the finite element discretization of the governing equation of fluid domain. The capability of three different cavitation model, as the cut-off model, Modified Schmidt model and developed model are compared with each other in the evaluation of plate vibration response. Simulation results are presented on a large size shock tube, in which planar shock waves were impacting in "face on" configuration flat plates mounted at tube's end. Results are presented to demonstrate the capability of proposed solver in simulating cavitating nonlinear acoustic fluid. Obtained results show that impact forces caused impinging shock wave and reloading by cavitating region collapse have a considerable effect on the dynamic response of flexible plate.
机译:本文介绍了一种数字模型及其有限元实现,用于计算对非线性声学流体和相邻柔性结构相互作用的空化效应。该系统由两个子系统组成,即流体和柔性平板。在本作工作中实施了使用迭代隐式分区方案的完全耦合方法,该方法可以考虑相关粉丝的效果相互交互。该方法包括可压缩非线性声学欧拉·欧拉·索兰求解器和用于有限元配方中的柔性结构的拉格朗日求解器。利用引入简化的单流空化模型,可以进行新的声学空化的实施。逐个元件PCG(预处理的共轭梯度)求解器与对角线预处理一起用于解决由流体域的控制方程的有限元离散化产生的大型等式系统。三种不同的空化模型的能力,作为截止模型,改性施密特模型和开发模型在评估板振动响应时相互比较。仿真结果显示在大尺寸的冲击管上,其中平面冲击波在安装在管端的“面朝上”的“面部”的配置平板上。提出了所提出的求解器在模拟空化非线性声学流体中的能力。得到的结果表明,通过空化区域塌陷撞击冲击波并重新加载的冲击力对柔性板的动态响应具有相当大的影响。

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