弹性介质包围下不可压缩粘性液体层与壁面相互作用动力学的数学建模

L. Mogilevich, V. Popov
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引用次数: 2

摘要

考虑了环形通道外壁被弹性介质包围并与填充通道内的高粘性不可压缩液体相互作用的动态水弹性问题。内壁是一个有限尺寸的绝对刚性圆柱体,根据给定的规律进行谐波振荡。第二外通道壁由弹性圆柱壳构成,四周为弹性介质。建立了所考虑的通道的数学模型。圆柱挠度模型采用单质量系统的弹性位移模型,用等效质量法求出系统参数。得到了通道内粘性不可压缩液层的水动力参数,以及通道外壁位移。所获得的数学模型允许研究动态过程,条件是弹性元件与粘性液体在液压传动、动力装置和设备中的相互作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mathematical modeling of incompressible viscous liquid layer interaction dynamics in an annular slit with its wall, surrounded by elastic medium
The dynamic hydroelasticity problem of annular channel outer wall, surrounded by elastic medium and interacting with highly viscous incompressible liquid, filling the channel, is considered. The inner wall, being an absolutely rigid cylinder of finite sizes, performs harmonic oscillations according to the assigned law. The second outer channel wall is formed by elastic cylinder shell, surrounded by elastic medium. The mathematical model of the channel under consideration is made. Cylinder deflections are modeled by elastic shifts of one-mass system, which parameters are found by using the method of the equivalent mass. The hydrodynamic parameters of viscous incompressible liquid layer in the channel, as well as outer channel wall shifts, are found. The obtained mathematical model allows investigating dynamic processes, conditioned by elastic elements interaction with viscous liquid in hydrodrives, power units and devices.
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