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- W2046757263 abstract "This paper presents asymptotic solutions for the eigenvalue problems of buckling under uniform external pressure of a circular cylindrical shell having an arbitrary combination of the boundary conditions for the simply supported, clamped, and free ends. A simple formula for the buckling pressure is derived, which is shown to be accurate enough for engineering purposes by comparison with available results. The eigenvalues calculated for all possible combinations of the boundary conditions show that the buckling pressures are affected significantly by the presence of a free end as well as axial constraint at a supported end." @default.
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- W2046757263 date "1989-02-01" @default.
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- W2046757263 title "Bifurcation buckling of circular cylindrical shells under uniform external pressure" @default.
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- W2046757263 doi "https://doi.org/10.2514/3.10086" @default.
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