Eigen-transitions in cantilever cylindrical shells subjected to vertical edge loads

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Eigen-transitions in cantilever cylindrical shells subjected to vertical edge loads

A thin cantilever cylindrical shell subjected to a transverse shear force at the free end can experience two distinct modes of buckling, depending on its relative thickness and length. If the former parameter is fixed then a short cylinder buckles in a diffuse manner, while the eigenmodal deformatio...

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Bibliographic Details
Main Authors:	Coman, Ciprian D., Bassom, Andrew P.
Format:	Article
Published:	SAGE 2018
Subjects:	cylindrical shells localised buckling shallow shell equations multiple-scale asymptotics
Online Access:	https://eprints.nottingham.ac.uk/48968/

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