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contributor authorM. Sasajima
contributor authorT. Kakudate
contributor authorY. Narita
date accessioned2017-05-09T00:09:08Z
date available2017-05-09T00:09:08Z
date copyrightApril, 2002
date issued2002
identifier issn1048-9002
identifier otherJVACEK-28861#302_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/127731
description abstractA free vibration analysis and an optimal design approach have been presented for thick isotropic rectangular plates with varying thickness under general edge conditions. First, the analysis is developed for vibrating rectangular plates by using the Mindlin plate theory and an eigenvalue problem is formulated by extending a method of Ritz to arbitrary sets of standard boundary conditions. The classical plate theory is also used to derive the frequency equation for comparison purpose. Secondly, a simplified optimal design approach is proposed to maximize the fundamental frequency of the plates. In applying this approach, the thickness variation is assumed to be linear in one direction and a taper ratio is chosen to be a design variable that represents the whole plate design. This approach significantly reduces the process for obtaining optimal or nearly optimal design under constraint of the constant plate volume. Numerical results are presented for various sets of boundary conditions, thickness ratio and two different plate theories, and their effects on the optimal taper ratio and its corresponding maximized fundamental frequency are discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleVibration Behavior and Simplified Design of Thick Rectangular Plates With Variable Thickness
typeJournal Paper
journal volume124
journal issue2
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.1452746
journal fristpage302
journal lastpage309
identifier eissn1528-8927
keywordsDesign
keywordsPlates (structures)
keywordsVibration
keywordsBoundary-value problems
keywordsThickness AND Free vibrations
treeJournal of Vibration and Acoustics:;2002:;volume( 124 ):;issue: 002
contenttypeFulltext


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