BENDING OF A CIRCULAR THREE-LAYER PLATE ON THE ELASTIC BASIS BY LINEAR LOADS
The axisymmetric bending of an elastic circular three-layer plate with light filler resting on the Winkler’s elastic base is considered. The loads are the linear forces and torques. For the description of the package kinematics considering its asymmetrical thickness the broken normal hypothesis are accepted. A system of equilibrium equations and its analytical solution in displacements are obtained. Numerical results for a three-layer plate are presented.