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Abstrakty
Stiffened shell has been analyzed on the basis of a combination of Allman's plane stress triangle and DKT plate bending element. As the same displacement function is used for both the shell and the stiffener element, the compatibility condition at the shell beam junction is ensured. The formulation of the stiffener is done in such a manner that it can be placed anywhere within the shell element. The applicability of this element is tested for different structures, particularly for shallow and deep shells.
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Tom
Strony
55--87
Opis fizyczny
Bibliogr. 10 poz., rys., tab., wykr.
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autor
autor
- Department of Ocean Engineering and Naval Architecture Indian Institute of Technology Kharagpur 721 302, INDIA
Bibliografia
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ2-0013-0004