Anti-Symmetric Vibrations of a Free-Supported Three-Layer Elastic Plate

In the study, the head parts of the slopes of the selected three-tiered elastic plate are selected as search functions. Thus, a system of fifth order differential equations, which can be used to solve practical problems, has been created and mathematical operations are performed, and this system of equations can be eliminated by the Maple 12 program, which can occur in three-dimensional plate positions and tension graphs.