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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Theoretical elastoplastic buckling of stringer stiffened cylindrical shells
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.
Theoretical elastoplastic buckling of stringer stiffened cylindrical shells
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.
Theoretical elastoplastic buckling of stringer stiffened cylindrical shells
Atienza Reales, J.R. (Autor:in) / Pantaleón Prieto, M.J. (Autor:in) / López Desfilis, V.J. (Autor:in)
Journal of Constructional Steel Research ; 5 ; 1-30
01.01.1985
30 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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