Plastic buckling of ring-stiffened conical shells under external hydrostatic pressure |
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| Authors: | Carl TF Ross Andrew PF Little Kehinde A Adeniyi |
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| Institution: | Department of Mechanical and Design Engineering, University of Portsmouth, Portsmouth PO1 3DJ, UK |
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| Abstract: | The paper describes experimental tests carried out on three ring-stiffened cones that were tested to destruction under external hydrostatic pressure. The cones were carefully machined from EN1A Steel. All three cones failed by plastic non-symmetric bifurcation buckling in a mode commonly known as general instability. In this mode the entire ring-shell combination buckles bodily.The paper also provides a design chart using the results obtained from these three vessels, together with the results of six other vessels obtained from other tests. The design chart allows the possibility of obtaining a plastic knock down factor, so that the theoretical buckling pressures, based on elastic theory, can be divided by the plastic knockdown factor, to give the predicted buckling pressure. This method can also be used for the design of full-scale vessels. |
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| Keywords: | Ring-stiffened cones Submarine pressure hulls External hydrostatic pressure |
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