Abstract
The dynamic elastic response of plates and beams has been studied thoroughly. On the other hand, it is complicated to derive a dynamic plastic response for structures because of the plastic constitutive model. The first solution to the dynamic response of a rigid and simply supported circular plate was derived by Hopkins and Prager in 1954. Over the past fifty years very many research efforts have been concentrated on this subject by considering various boundary, loading conditions, and plastic flow assumptions (Florence, 1977; Jones and Oliveira, 1980; Jones, 1968; 1971; Stronge and Yu, 1993). Membrane mode solutions for impulsively loaded circular plates were derived by (1979). The dynamic response and failure of fully clamped circular plates under impulsive loading was studied by (1993).KeywordsYield CriterionCircular PlateLimit LoadingPlastic LimitStrength TheoryThese keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
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