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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 257
Investigation of Natural Vibrations of Rectangular Plates of Variable Thickness with Different Boundary Conditions V. Budak+ and A. Grigorenko*
+Department of Apllied Mathematics, Nikolaev State University, Ukraine
V. Budak, A. Grigorenko, "Investigation of Natural Vibrations of Rectangular Plates of Variable Thickness with Different Boundary Conditions", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 257, 2004. doi:10.4203/ccp.79.257
Keywords: vibrations, spline-collocation, holographic interferometrics.
Summary
The dynamic characteristics of rectangular plates as a function of their thickness
are of considerable interest for revealing some mechanical laws that play an
important role for the serviceability of different structural elements in several fields
of machine industry and instrument engineering.
The derivation of the exact solution of the problem on natural vibrations of rectangular plates in closed form is possible only for plates of constant thickness and some form of boundary conditions. It should be noted that sufficient quantity of publications is known on this point where various numerical approaches are proposed to investigation of natural vibrations of thin plates under combined boundary conditions. In this case a single opinion about the most efficient approach is absent. Therefore, the necessity arises to develop different approximate techniques for solving the mentioned class of problems. The accuracy of such approximate techniques can be estimated by comparing an approximate solution with the exact one, which is possible only for a limited class of more simple problems. Therefore, in some cases, it is necessary to estimate approximate solutions comparing them with experimental data. In the present study it is proposed to analyse the natural vibrations of rectangular plates of variable thickness with various boundary conditions based on a numerical-analytical solution using the spline-collocation method with the discrete-orthogonalization method [1], and the experimental method of holographic interferometry [2]. As an initial model it was considered the Kirchhoff-Love theory. The paper is dealt with the complicate boundary conditions such that the separation-of-variables procedure couldn't be used. In particular, it concerns the case when all plate edges fixed. The initial boundary problem in partial derivative was reduced to the eigenvalue problem for the systems of ordinary differential equations by means of representation of solution in the form of splain-functions of the fifth degree. One of the advantages of the spline-collocation method is a possibility to satisfy accurately the certain class of complex boundary conditions. The system was solved by the stable numerical method of discrete orthogonalization in combination with the step-by-step searching. The experimental investigations were performed by the holography interference method. Holographic interferometry is based on the interference of a light wave that is reconstructed from a hologram and creates the image of some object being examined on the interference of two waves stored in the same hologram at different instants. Measurements of the dynamic fields of displacements, based on the method of holographic interferometry, have a number of advantages in comparison with traditional methods. These advantages include possibility to study complex objects made of different materials, and the absence of strict requirements to the treatment of diffusionly reflecting surfaces. The method of holographic interferometry allows us to examine both models and real engineering devices. This feature is essential, because actual objects under studying, the fixing conditions, physical, geometrical, and rigidity characteristics are taken into account automatically. The natural vibrations of the rectangular plates of constant and variable thickness, convex and concave under complex boundary conditions were studied. The dependence of dynamic characteristics of the natural vibrations on the thickness and plate profile, as well as the types of boundary conditions were analysed References
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