Buckling Analysis of Sandwich Pipes Under External Pressure
A general eigen-value buckling solution is developed for the buckling of long thick pipes subjected to internal and external hydrostatic pressure. The principle of stationary potential energy is used to formulate the conditions of equilibrium, neutral stability conditions, and associated boundary co...
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| Language: | en |
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Université d'Ottawa / University of Ottawa
2014
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| Online Access: | http://hdl.handle.net/10393/31781 http://dx.doi.org/10.20381/ruor-6665 |