Length effects in elastic imperfect cylindrical shells under uniform bending
Recent computational investigations into the buckling behaviour of perfect elastic thin-walled cylindrical shells under uniform bending, a ubiquitous reference structural system that enjoys wide practical applications, have demonstrated that the stability behaviour of this shell system depends large...
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Imperial College London
2018
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.762183 |