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From:
C T F Ross, C Kubelt, I McLaughlin, A Etheridge, K Turner, D Paraskevaides & A P F Little (University of Portsmouth, Portsmouth, UK.), “Non-linear general instability of ring-stiffened conical shells under external hydrostatic pressure”, 9th International Conference on Damage Assessment of Structures (DAMAS 2011), Journal of Physics: Conference Series, Vol. 305, 012118, 2011, doi:10.1088/1742-6596/305/1/012118
ABSTRACT: The paper presents the experimental results for 15 ring-stiffened circular steel conical shells, which failed by non-linear general instability. The results of these investigations were compared with various theoretical analyses, including an ANSYS eigen buckling analysis and another ANSYS analysis; which involved a step-by-step method until collapse; where both material & geometrical nonlinearity were considered. The investigation also involved an analysis using BS5500 (PD 5500), together with the method of Ross of the University of Portsmouth. The ANSYS eigen buckling analysis tended to overestimate the predicted buckling pressures; whereas the ANSYS nonlinear results compared favourably with the experimental results. The PD5500 analysis was very time consuming and tended to grossly underestimate the experimental buckling pressures and in some cases, overestimate them. In contrast to PD5500 & ANSYS, the design charts of Ross of the University of Portsmouth were the easiest of all these methods to use and generally only slightly underestimated the experimental collapse pressures. The ANSYS analyses gave some excellent graphical displays.
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