Theoretical and Experimental Collapse Analysis of Ring Stiffened Shells Using Finite Element Software Packages and Application of Results to a Submarine Pressure Hull

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Abstract

It is empirically established that, due to a number of factors involved, a classical (linear) analysis of buckling pressure is impossible. Nonlinear theories of buckling are, therefore, required that involve effective factors such as imperfections and welding effects. In this study, models are developed which are as close to allowable standard deviations as possible. In the next stage, their buckling behavior is investigated both experimentally and numerically using finite element packages ADINA, ANSYS, COSMOS, and MARC based on specific capabilities of each. Results show that reasonable estimates of real buckling pressure will become possible when material and geometrical nonlinearities and initial imperfections are introduced into the analytical system. Finally, in the light of the results obtained, a submarine pressure hull is analyzed.

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Journal of Advanced Materials in Engineering (Esteghlal)
Volume 25, Issue 1
July 2006
Pages 227-236

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