Abstract:

In the building of large engineering complexes, bridges and overpasses for various purposes and in many other areas the plates of widely different configurations are used. These plates are made of natural and artificial orthotropic materials. Among them, rectangular and circular plates are the most common. According to the above mentioned natural oscillations, engineer-designer and calculator need to properly assess real property of construction element and the influence of the environment, which is in contact during the operation. Therefore, the object of this study is inhomogeneous circular plate lying on inhomogeneous viscoelastic foundations. It is assumed that the moduli of elasticity and the plate density are continuous functions of the current radius. In this case, unlike homogeneous plates, the motion equation is complex differential equation with variable coefficients. In this regard, there is need to build an approximate analytical solution method. In the course of the study we used methods of separation of variables and Bubnov-Galerkin orthogonalization method, which gives effective results with homogeneous boundary conditions. An axisymmetric form of natural oscillations of orthotropic circular plate with inhomogeneous radius lying on an inhomogeneous viscoelastic foundation is considered. The case, when the contour around the plate is rigidly clamped, is studied in detail. Numerical analysis for concrete values of the characteristic parameters is carried out. The motion equation is obtained taking into account inhomogeneity of the plate and the foundation, as well as partial variable coefficients of the fourth order. Author Biography Vaqif Haciyev, Institute of Mathematics and Mechanics, National Academy of Sciences of Azerbaijan, Str. B. Vahabzadeh 9, Baku, Azerbaijan, AZ 1143 Doctor of Physical and Mathematical Sciences, Professor, Head of the Department Department of Theory of Elasticity and Plasticity'

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