Determining the frequency characteristics of the elastic element dynamic quencher fluctuations.
The paper deals with the application of a new method of stress state analysis for the specified influence of the layered beams with masses on their dynamic characteristics. The proposed theoretical model takes into account layer deformation considering a transversal displased deformation, general deformation and strain. Numerical examples are under discussion: the frequency spectrum and damping dependence from the anisotropy of mechanical properties of layer beams. The results are used for optimal design of dynamic quencher fluctuations.