No abstract

High-frequency excitation (HFE) can be used to change the effective stiffness of an elastic structure, and related quantities such as resonance frequencies, wave speeds, buckling loads, and equilibrium states. There are two ways to do this: By using parametric HFE (with or without nonlinearity), or by using external HFE along with strong nonlinearity. The first way, parametric stiffening, has been examined for many different systems, and analytical predictions exist that have been repeatedly confirmed against numerical simulation and laboratory experiments. The current work contributes results on the other way, external stiffening: Combining the method of direct separation of motions with results of a modified multiple scales approach, valid also for strong or even essential nonlinearity, quantitative measures of the stiffening effect is predicted for a generic 1-DOF system, and tested with generally good agreement against numerical simulation and laboratory experiments.