Numerical Analysis of Unsteady Vibrations of a Plate Resting on an Elastic Isotropic Half-Space

Author:

Shitikova Marina V.1,Bespalova Anna S.2

Affiliation:

1. Research Center on Dynamics of Structures, Voronezh State Technical University, 20-Letija Oktjabrja Str. 84, Voronezh 394006, RUSSIA

2. Department of High Mathematics, National Research Moscow State University of Civil Engineering, Yaroslavskoye Shosse 26, Moscow 127238, RUSSIA

Abstract

The paper is devoted to the numerical solution of the problem of vibrations of an infinite elastic plate resting on an elastic isotropic half-space using the analytical method based on the ray method with its numerical realization via the Maplesoft package. Unsteady oscillations are caused by the action of instantaneous loads on the plate, resulting in the appearance of two plane wave surfaces of strong discontinuity in the elastic half-space, behind the fronts of which, up to the contact boundary, the solution is constructed using ray series. The unknown functions entering the coefficients of the ray series and the equation of plate motion are determined from the boundary conditions of the contact interaction between the plate and the half-space. Previously, the approximate solution of this problem was obtained analytically without using mathematical packages, and the dynamic deflection of the plate involving only the first three terms of the ray series was written down. In this work, a two-layer medium with different properties was investigated using an algorithm developed to solve contact dynamic problems related to the occurrence and propagation of strong and weak discontinuity surfaces.

Publisher

World Scientific and Engineering Academy and Society (WSEAS)

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