Finite element modeling of fluid-structure interaction of an elastic 2D flag in harmonic viscous fluid flow and an elastic 3D sail structure in stationary viscous fluid flow (concised version)

C. Corte
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Abstract

. A fully consistent finite element model for fluid-structure interaction between incompressible viscous fluids and elastic structures considering large structural deformation is presented. The coupling approach is based on a segregated solution procedure for the Navier-Stokes equations for incompressible viscous fluid flow and the structural equation of motion for elastic structures. The fluid-structure interaction model is applied on the 2D example of a rigid and elastic, respectively, flag in the quasi-harmonic fluid wake flow behind a square rigid obstacle. Time-harmonic pattern of fluid flow and time-harmonic structural deformation are evaluated at different steps of oscillation. Transient evolution of acting coupling forces on the common fluid-structure interface is shown and pointed out. The fluid-structure interaction model is further applied on the 3D example of a rigid and elastic, respectively, mast and sail structure that is exposed to quasi-stationary fluid flow on its surface. Corresponding structural response is analyzed with respect to different stages of fluid-structure coupling that can be applied to finally arrive at the fully consistent stage of the fluid-structure interaction model. Characteristics of fluid flow pattern and deformation of mast and sail structure are pointed out. The concised version only shows evaluation of computational results.
调和粘性流体流动中弹性二维旗帜与静粘性流体流动中弹性三维帆结构流固相互作用的有限元建模(简明版)
。建立了考虑结构大变形的不可压缩粘性流体与弹性结构流固耦合的完全一致有限元模型。该耦合方法基于不可压缩粘性流体流动的Navier-Stokes方程和弹性结构运动方程的分离解过程。将流固耦合模型分别应用于方形刚性障碍物后准调和流体尾流中的刚性旗和弹性旗的二维算例。计算了不同振动阶数下流体流动的时谐型和结构的时谐变形。指出了共同流固界面上作用耦合力的瞬态演化。进一步将流固耦合模型应用于刚性桅杆结构和弹性桅杆结构的三维算例中,桅杆结构和帆结构的表面分别暴露于准静止流体中。针对流固耦合的不同阶段,分析相应的结构响应,最终得到流固耦合模型的完全一致阶段。指出了桅杆和船帆结构的流体流态和变形特征。精简版只显示计算结果的评价。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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