Analytical calculation of local buckling and post-buckling behavior of isotropic and orthotropic stiffened panels
A methodology for the analytical assessment of local buckling and post-buckling behavior of isotropic and orthotropic stiffened plates is presented. The approach considers the stiffened panel segment located between two stiffeners, while the remaining panel is replaced by equivalent transverse and r...
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Veröffentlicht in: | Thin-walled structures 2011-03, Vol.49 (3), p.422-430 |
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Format: | Artikel |
Sprache: | eng |
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