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- W221966734 abstract "Axisymmetric buckling of a complete spherical shell under uniform external pressure is treated by the spectral method. Among other results the lower critical pressures of 7% and 5% of classical linear buckling pressures are computed for radius-thickness ratios of 100 and 200 respectively. Both symmetric (non-physical) and non-symmetric buckling are computed. The non-symmetric buckled shapes at the two lower critical pressures mentioned are virtually identical." @default.
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- W221966734 date "1978-02-01" @default.
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- W221966734 title "Buckling of a Complete Spherical Shell Under Uniform External Pressure" @default.
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- W221966734 doi "https://doi.org/10.1002/sapm1978582141" @default.
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