Buckling strength of steel thin cylindrical shells under elevated local axial compression
First, the buckling analyses of perfect cylinder under various uniform/non-uniform axial compression were performed using the finite element method in order to obtain convergence mesh for further study, to find the reference elastic critical load, and to explore the accuracy of the loading and bound...
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University of Edinburgh
2003
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.642300 |