Nonlinear vibrations of a clamped rectangular plate with initial deflection and initial edge displacement— Part II: Experiment

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Abstract

To compare with the theoretical results of Part I,1 detailed experimental results have been obtained on the nonlinear response of a clamped square plate under a uniformly distributed periodic load, which is subjected to various initial edge displacements. An aluminum test specimen with side length 200 mm and thickness 0·51 mm was used and tests were conducted by shaking the supporting frame with a constant peak acceleration and measuring the relative displacement of the plate to the frame. For the steady-state symmetric periodic responses, the theoretical results are found to be in good agreement with the experimental ones, with the exception of some quantitative differences in the large amplitude vibrations. Besides the responses theoretically predicted, a variety of non-symmetric and non-periodic responses were observed in connection with the internal resonance, combination resonance and dynamic snap-through phenomena, for which the present experimental results seem to provide effective data facilitating further theoretical analyses.

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