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Creep buckling of shells of revolution loaded under uniform external pressure

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dc.contributor.author Sullivan, Paul Francis
dc.date.accessioned 2010-03-24T17:38:47Z
dc.date.available 2010-03-24T17:38:47Z
dc.date.issued 1975-01
dc.identifier.uri http://hdl.handle.net/1912/3216
dc.description Submitted in partial fulfillment of the requirements for the degree of Ocean Engineer at the Massachusetts Institute of Technology and the Woods Hole Oceanographic Institution January 1975 en_US
dc.description.abstract A theoretical investigation is undertaken into the creep instability of two common shells of revolution, the infinitely long cylinder and the complete sphere. The linear and non-linear visco-elastic material idealizations are used in the various theoretical procedures. The critical buckling time is greatly influenced by the parameter a/h ratio, magnitude of initial imperfections and material selection. The spherical shell has a lifetime longer than the cylindrical shell having the same a/h ratio, initial imperfections and material constants, while the critical mode numbers are the same. en_US
dc.format.mimetype application/pdf
dc.language.iso en_US en_US
dc.publisher Massachusetts Institute of Technology and Woods Hole Oceanographic Institution en_US
dc.relation.ispartofseries WHOI Theses en_US
dc.subject Shells en_US
dc.subject Buckling en_US
dc.subject Body of revolution en_US
dc.subject Metals en_US
dc.title Creep buckling of shells of revolution loaded under uniform external pressure en_US
dc.type Thesis en_US
dc.identifier.doi 10.1575/1912/3216


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