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• W2076240159 endingPage "683" @default.
• W2076240159 startingPage "667" @default.
• W2076240159 abstract "Isoparametric element tends to lock in shear for very thin plates. Though numerical techniques such as reduced-integration or selective reduced-integration are used to avoid this effect, they do not necessarily guarantee the solution to the problem, even if they increase notably the possibility of convergence with the exact solution. In the present formulation, a new four-noded stiffened-plate bending element, having the elegance of the isoparametric element to model the arbitrary shape of the plate but without any numerical disturbing feature like shear-locking problem, is presented. Another unique feature is the arbitrary placement of the stiffener inside the plate element without any restriction of its orientation. Stiffened plates having various shapes, boundary conditions, and disposition of stiffeners are analyzed and compared with available results in the literature wherever possible." @default.
• W2076240159 created "2016-06-24" @default.
• W2076240159 creator A5044124486 @default.
• W2076240159 creator A5062861588 @default.
• W2076240159 date "1999-09-01" @default.
• W2076240159 modified "2023-10-09" @default.
• W2076240159 title "Free Flexural Vibration Analysis of Arbitrary Plates With Arbitrary Stiffeners" @default.
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• W2076240159 doi "https://doi.org/10.1177/107754639900500501" @default.
• W2076240159 hasPublicationYear "1999" @default.
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