Creep buckling of shells of revolution loaded under uniform external pressure
Sullivan, Paul Francis
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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.
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
Suggested CitationThesis: Sullivan, Paul Francis, "Creep buckling of shells of revolution loaded under uniform external pressure", 1975-01, DOI:10.1575/1912/3216, https://hdl.handle.net/1912/3216
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