The paper presents analysis of damping effect on beam vibration forced by impact. The air-related value of damping is researched. All the considerations are based on the assumption that the particular mount does not produce damping. Furthermore, they are true only for the researched range of the variability of the beam's geometry and the resultant resonance frequencies. Two applied methods of modelling produce results, which differ by one order of magnitude, but both of them are sufficiently small to be regarded as negligible.
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