Creep buckling of shells of revolution loaded under uniform external pressure

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Date
1975-01
Authors
Sullivan, Paul Francis
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10.1575/1912/3216
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Keywords
Shells
Buckling
Body of revolution
Metals
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.
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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
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Sullivan, P. F. (1975). Creep buckling of shells of revolution loaded under uniform external pressure [Doctoral thesis, Massachusetts Institute of Technology and Woods Hole Oceanographic Institution]. Woods Hole Open Access Server. https://doi.org/10.1575/1912/3216
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