0000000001000907

AUTHOR

M.j. Pantaleón Prieto

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Theoretical elastoplastic buckling of stringer stiffened cylindrical shells

1985

Abstract A linear analysis method is offered to predict the theoretical elastoplastic buckling of stringer stiffened cylindrical shells subjected to longitudinal loading. Welding residual stresses are taken into account in the calculation, but effects of geometrical imperfections and pre-buckling displacements are ignored. The examples analysed show a good correlation between the analytical results and those obtained experimentally with stocky models of moderate geometrical imperfections.

Materials scienceStringerBucklingMechanics of Materialsbusiness.industryMetals and AlloysWelding residual stressBuilding and ConstructionStructural engineeringComposite materialLinear analysisbusinessCivil and Structural EngineeringJournal of Constructional Steel Research
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