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contributor authorO. G. McGee
contributor authorA. W. Leissa
contributor authorJ. W. Kim
date accessioned2017-05-09T00:15:07Z
date available2017-05-09T00:15:07Z
date copyrightJanuary, 2005
date issued2005
identifier issn0021-8936
identifier otherJAMCAV-26588#1_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/131261
description abstractTransverse displacement and rotation eigenfunctions for the bending of moderately thick plates are derived for the Mindlin plate theory so as to satisfy exactly the differential equations of equilibrium and the boundary conditions along two intersecting straight edges. These eigenfunctions are in some ways similar to those derived by Max Williams for thin plates a half century ago. The eigenfunctions are called “corner functions,” for they represent the state of stress currently in sharp corners, demonstrating the singularities that arise there for larger angles. The corner functions, together with others, may be used with energy approaches to obtain accurate results for global behavior of moderately thick plates, such as static deflections, free vibration frequencies, buckling loads, and mode shapes. Comparisons of Mindlin corner functions with those of thin-plate theory are made in this work, and remarkable differences are found.
publisherThe American Society of Mechanical Engineers (ASME)
titleSharp Corner Functions for Mindlin Plates
typeJournal Paper
journal volume72
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.1795221
journal fristpage1
journal lastpage9
identifier eissn1528-9036
keywordsCorners (Structural elements)
keywordsPlates (structures)
keywordsEquations
keywordsFunctions AND Boundary-value problems
treeJournal of Applied Mechanics:;2005:;volume( 072 ):;issue: 001
contenttypeFulltext


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