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- W2037419266 abstract "Abstract The primary and secondary bifurcation states of a simply supported cylindrical shell of finite length subjected to lateral or hydrostatic pressure is studied using formal perturbation procedures. The effect of arbitrary stress-free initial displacement (imperfections) on the buckling load is studied following standard procedures. It is shown that the buckling load of the imperfect structures depends asymptotically only on the classical buckling load and a measure of the imperfection and not on the secondary bifurcation load." @default.
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- W2037419266 date "1990-01-01" @default.
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- W2037419266 title "Secondary bifurcation and imperfection sensitivity of cylindrical shell of finite length" @default.
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- W2037419266 doi "https://doi.org/10.1016/0020-7462(90)90029-9" @default.
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