Flow-induced Vibrations of a Horizontal Elastic Band Plate Submerged in Fluid of Finite Depth

Q4 Environmental Science
K. Szmidt, B. Hedzielski
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引用次数: 0

Abstract

Abstract The paper deals with forced vibrations of a horizontal thin elastic plate submerged in a semi-infinite layer of fluid of constant depth. The pressure load on this plate is induced by water waves arriving at the plate. This load is accompanied by pressure resulting from the motion of the plate. The plate and fluid motions depend on boundary conditions, and, in particular, the pressure load depends on the width of the gap between the plate and the bottom. In theoretical description of the phenomenon, we deal with a coupled problem of hydrodynamics in which the plate and fluid motions are coupled through boundary conditions at the plate surfaces. The main attention is focused on transient solutions of the problem, which correspond to fluid (and plate) motion starting from rest. In formulation of this problem, a linear theory of small deflections of the plate is employed. In order to calculate the fluid pressure, a solution of Laplace’s equation is constructed in a doubly connected fluid domain. With respect to the initial value problem considered, we confine our attention to a finite fluid domain. For a finite elapse of time, measured from the starting point, the solution in the finite fluid area mimics a solution within an infinite domain, inherent for wave propagation problems. Because of the complicated structure of boundary conditions of the coupled problem considered, the fluid domain is divided into sub-domains of simple geometry, and the solutions of the problem equations are constructed separately in each of these domains. Numerical experiments have been conducted to illustrate the formulation developed in this paper.
水平弹性带板在有限深度流体中的流激振动
本文研究了水平弹性薄板在等深半无限流体层中的强迫振动。该板上的压力载荷是由到达该板的水波引起的。这种载荷伴随着由板的运动产生的压力。板和流体的运动取决于边界条件,特别是压力载荷取决于板和底部之间的间隙宽度。在对这一现象的理论描述中,我们处理了一个流体动力学耦合问题,其中板和流体运动通过板表面的边界条件耦合。主要关注的是该问题的瞬态解,它对应于从静止开始的流体(和板)运动。在该问题的公式中,使用了板的小挠度的线性理论。为了计算流体压力,在双连通流体域中构造了拉普拉斯方程的解。关于所考虑的初值问题,我们将注意力局限于有限流体域。对于从起点开始测量的有限时间流逝,有限流体区域中的解模拟了波传播问题固有的无限域内的解。由于所考虑的耦合问题的边界条件结构复杂,将流体域划分为简单几何的子域,并在每个子域中分别构造问题方程的解。数值实验对本文提出的公式进行了说明。
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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来源期刊
Archives of Hydroengineering and Environmental Mechanics
Archives of Hydroengineering and Environmental Mechanics Environmental Science-Water Science and Technology
CiteScore
1.30
自引率
0.00%
发文量
4
期刊介绍: Archives of Hydro-Engineering and Environmental Mechanics cover the broad area of disciplines related to hydro-engineering, including: hydrodynamics and hydraulics of inlands and sea waters, hydrology, hydroelasticity, ground-water hydraulics, water contamination, coastal engineering, geotechnical engineering, geomechanics, structural mechanics, etc. The main objective of Archives of Hydro-Engineering and Environmental Mechanics is to provide an up-to-date reference to the engineers and scientists engaged in the applications of mechanics to the analysis of various phenomena appearing in the natural environment.
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