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On Solution of the Problem of Bending of Orthotropic Plates on the Basis of Bimoment Theory

Makhamatali UsarovInstitute of Seismic Stability of Structures, Academy of Sciences of Uzbekistan, Tashkent, Uzbekistan
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Abstract

This paper is devoted to the development of new theory of orthotropic thick plates with account of internal forces, moments and bimoments. An equation of motion of plates is described by two systems with nine equations each. Boundary conditions depended on displacements, forces, moments and bimoments are given. An exact solution of the bending of thick plate under the effect of sine load is built. Numerical results for maximal values of displacements and stresses of the plate are obtained.

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