Abstract
The analysis of imperfect, stiffened, thin circular cylindrical shells, subjected to suddenly applied pressure, is presented. Moreover, a solution scheme for the complete (including post-limit point behavior) static analysis is described. The concept of dynamic stability is discussed for suddenly loaded structures. In addition, a fairly complete review of the reported works on the subject is presented. Results are presented for a ring-stiffened geometry. These include critical dynamic loads, critical static loads (limit point loads), as well as minimum post-limit point loads.
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