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contributor authorA. K. Naghdi
date accessioned2017-05-08T23:13:57Z
date available2017-05-08T23:13:57Z
date copyrightJuly, 1982
date issued1982
identifier issn1050-0472
identifier otherJMDEDB-28001#533_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96159
description abstractBased on classic theory of beams and certain modifications, a simple technique is derived in order to obtain an approximate value of the maximum bending moment in a rotationally symmetric circular plate with a variable thickness. It is assumed that one of the two concentric boundaries of the plate is clamped, and the other is free. Numerical examples for both cases of constant and variable thickness plates subject to uniform pressure or rim line loading are presented.
publisherThe American Society of Mechanical Engineers (ASME)
titleAn Approximate Analysis of Circular Plates With Variable Thickness
typeJournal Paper
journal volume104
journal issue3
journal titleJournal of Mechanical Design
identifier doi10.1115/1.3256381
journal fristpage533
journal lastpage535
identifier eissn1528-9001
keywordsPlates (structures)
keywordsThickness AND Pressure
treeJournal of Mechanical Design:;1982:;volume( 104 ):;issue: 003
contenttypeFulltext


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