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New approach for solving the fluid-structure interaction eigenvalue problem by modal analysis and the calculation of steady-state or unsteady responses

机译:通过模态分析和稳态或非稳态响应计算来解决流固耦合特征值问题的新方法

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摘要

This report focuses on an analysis of the dynamic behaviour of a fluid-structure interaction system. This analysis is nonlinear, and the modal behaviour depends on many parameters, because large displacements are assumed. Technical applications include vibration of blades of rotational centrifugal pumps or water turbines. A new mathematical model of a boundary condition that allow for modal analysis and calculation of the steady state or unsteady state responses is presented in this article. This condition is based on a special convolutory integral for fluid velocity and pressure and their expansion into a series of eigenmodes of structure vibration. This approach allows for the separation of the structure and the fluid. A comparison between the computational and the experimental analyses is presented. Curvilinear coordinates and a Bezier body were chosen for the description of the geometrical configuration and the approximation of the solution.
机译:本报告重点分析流体-结构相互作用系统的动力学行为。该分析是非线性的,并且模态行为取决于许多参数,因为假定存在大位移。技术应用包括旋转离心泵或水轮机叶片的振动。本文介绍了一种新的边界条件数学模型,该模型可以进行模态分析和稳态或非稳态响应的计算。该条件基于流体速度和压力的特殊卷积积分并将其扩展为一系列结构振动的本征模式。这种方法允许结构和流体的分离。进行了计算分析和实验分析之间的比较。选择曲线坐标和贝塞尔曲线体来描述几何构型和解的近似值。

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