具有三维结构位移的非线性流固相互作用问题的存在性和正则性结果

Sunčica Čanić, Boris Muha, Krutika Tawri
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摘要

本文研究了一个涉及纳维-斯托克斯方程的非线性流固耦合(FSI)问题,该方程描述了不可压缩粘性流体在三维域中与薄弹性侧壁相互作用时的流动情况。侧壁的弹性动力学由带有分数阻尼的二维板方程模拟,并考虑了三个方向的位移。该系统通过在时变流体-结构界面上施加的运动学和动力学条件进行非线性耦合,而流体-结构界面的位置事先并不知晓。我们建立了三个关键结果,这对于考虑薄结构矢量位移的 FSI 问题尤为重要。具体来说,我们首先建立了结构位移的隐含空间规律性,为证明结构在有限时间内不会发生自接触奠定了基础。其次,我们证明了结构和流体速度的时间规律性,从而为三维结构位移提供了新的紧凑性结果。最后,在正则性结果的基础上,我们证明了 FSI 问题存在局部时间弱解。这是通过烈算子拆分方法使用时间具体化的构造性证明完成的。这些结果意义重大,因为它们解决了与分析捕捉三维弹性/非弹性结构矢量位移的非线性耦合 FSI 问题相关的众所周知的问题,如弱解的空间和时间正则性以及它们的好求解性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Existence and Regularity Results for a Nonlinear Fluid-Structure Interaction Problem with Three-Dimensional Structural Displacement
In this paper we investigate a nonlinear fluid-structure interaction (FSI) problem involving the Navier-Stokes equations, which describe the flow of an incompressible, viscous fluid in a 3D domain interacting with a thin viscoelastic lateral wall. The wall's elastodynamics is modeled by a two-dimensional plate equation with fractional damping, accounting for displacement in all three directions. The system is nonlinearly coupled through kinematic and dynamic conditions imposed at the time-varying fluid-structure interface, whose location is not known a priori. We establish three key results, particularly significant for FSI problems that account for vector displacements of thin structures. Specifically, we first establish a hidden spatial regularity for the structure displacement, which forms the basis for proving that self-contact of the structure will not occur within a finite time interval. Secondly, we demonstrate temporal regularity for both the structure and fluid velocities, which enables a new compactness result for three-dimensional structural displacements. Finally, building on these regularity results, we prove the existence of a local-in-time weak solution to the FSI problem. This is done through a constructive proof using time discretization via the Lie operator splitting method. These results are significant because they address the well-known issues associated with the analysis of nonlinearly coupled FSI problems capturing vector displacements of elastic/viscoelastic structures in 3D, such as spatial and temporal regularity of weak solutions and their well-posedness.
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