SINGULAR AND HYPERSINGULAR INTEGRAL EQUATIONS IN FLUID–STRUCTURE INTERACTION ANALYSIS

V. Gnitko, Artem Karaiev, Kyryl Degtyariov, I. Vierushkin, E. Strelnikova
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引用次数: 1

Abstract

The paper presents new computational techniques based on coupled boundary and finite element methods to study fluid–structure interaction problems. Thin shells and plates are considered as structure elements interacting with an ideal and incompressible liquid. To describe the motion of both structural elements and the fluid, the basic relations of the continuous mechanics are incorporated. The liquid pressure is determined by applying the Laplace equation. Two kinds of boundary value problems are considered corresponding to one-sided and two-sided contact of structural elements with the liquid. Integral equations for numerical simulation of pressure are obtained. For a two-sided contact of the structural element with the liquid, hypersingular integral equations are received, whereas singular integral equations with logarithmic singularities describe the problems of one-sided contact. Considering the structure axial symmetry, the integral equations are reduced to one-dimensional ones. The finite element method for determining modes and frequencies of the elastic structure coupled with boundary element method for the hypersingular integral equation is implemented to find the fluid pressure on the structure element with two-sided contact with the liquid. The liquid pressure evaluation in axisymmetric problems is reduced to one-dimensional integral equations with kernels in the form of elliptic integrals. The effective technique is developed for numerical simulation of obtained singular integrals. The same technique is extended to hypersingular integral equations. The frequencies and modes of structure vibrations taking into account the added masses of the liquid are obtained. Thin circular plates and shells of revolution are considered as structure elements in numerical simulations. The accuracy and reliability of the proposed method are ascertained.
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流固耦合分析中的奇异和超奇异积分方程
本文提出了基于耦合边界法和有限元法研究流固耦合问题的新计算技术。薄壳和薄板被认为是与理想的不可压缩液体相互作用的结构元件。为了描述结构单元和流体的运动,结合了连续力学的基本关系。液体压强是由拉普拉斯方程决定的。考虑了结构单元与液体的单面接触和双面接触的两类边值问题。得到了压力数值模拟的积分方程。对于结构单元与液体的双面接触问题,采用了超奇异积分方程,而单面接触问题采用了具有对数奇异性的奇异积分方程。考虑结构轴对称,将积分方程简化为一维积分方程。采用确定弹性结构模态和频率的有限元法,结合超奇异积分方程的边界元法,求出与液体双面接触的结构单元上的流体压力。将轴对称问题中液体压力的计算简化为具有椭圆积分形式核的一维积分方程。提出了一种有效的方法来对得到的奇异积分进行数值模拟。将同样的方法推广到超奇异积分方程。得到了考虑液体质量增加的结构振动频率和振型。在数值模拟中,将旋转薄板和圆壳作为结构单元。验证了该方法的准确性和可靠性。
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