DIVIDING OF THE FULL REACTION OF THE ADDITIONAL SUPPORT CONTACTING WITH THE PLATE INTO VISCOUS, ELASTIC AND INERTIAL COMPONENTS

IF 0.1
Automobile and, Highway University, E-mail voropay.
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Abstract

An original approach for dividing the reaction of a viscoelastic support into inertial, viscous and elastic components is proposed to assess the effect of various characteristics of additional supports on the deformed state of structural elements. The effectiveness of the proposed approach was tested for a mechanical system consisting of a rectangular isotropic plate of medium thickness, hinged-supported along the contour, and an additional concentrated viscoelastic support, taking into account its mass-inertial characteristics. The deformation of the plate is considered within the framework of Timoshenko's hypotheses. Vibrations of the plate are caused by the applying of an external non-stationary loading. The influence of the additional support is modeled by three independent non-stationary concentrated forces. The paper presents the main analytical relations for obtaining a system of three integral Volterra equations, which is solved numerically and analytically. After performing discretization in time, the system of integral equations is transformed into a system of matrix equations. The resulting system of matrix equations is solved using the generalized Cramer algorithm for block matrices and the Tikhonov regularization method. We point out that the material described is applicable to other objects that have additional supports (beams, plates and shells, which can have different supports along the contour and different shapes in plan). The results of a numerical experiment to determine the components (viscous, elastic and inertial) of the full reaction to the plate, arising due to the presence of an additional support, are presented. The reliability of the proposed approach is confirmed by the coincidence of the results of comparing the reactions found by two methods: numerical-analytical for one complete reaction, as in work [1], and numerical for the full reaction (obtained by adding three components).
将与板接触的附加支承的全反力分为粘性、弹性和惯性分量
提出了一种将粘弹性支承的反作用力划分为惯性、粘性和弹性分量的方法,以评估附加支承的各种特性对结构单元变形状态的影响。在考虑质量-惯性特性的中等厚度的矩形各向同性板、沿轮廓线铰接支承和附加的集中粘弹性支承组成的机械系统中,对该方法的有效性进行了测试。板块的变形是在Timoshenko假设的框架内考虑的。板的振动是由施加外部非固定载荷引起的。附加支承的影响由三个独立的非平稳集中力来模拟。本文给出了求解三个Volterra方程组的主要解析关系,并对其进行了数值和解析求解。在时间上进行离散化后,将积分方程组转化为矩阵方程组。利用块矩阵的广义Cramer算法和Tikhonov正则化方法求解矩阵方程组。我们指出,所描述的材料适用于其他有附加支撑的物体(梁、板、壳,沿轮廓可以有不同的支撑,平面上可以有不同的形状)。给出了一个数值实验的结果,以确定由于附加支撑的存在而引起的对板的全部反作用力的分量(粘性、弹性和惯性)。通过比较两种方法得到的反应结果的一致性,证实了所提出方法的可靠性:一种方法是对一个完整反应进行数值分析,如文献[1],另一种方法是对整个反应进行数值分析(通过添加三个组分获得)。
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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