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contributor authorJ. G. Simmonds
contributor authorA. Libai
date accessioned2017-05-08T23:05:57Z
date available2017-05-08T23:05:57Z
date copyrightDecember, 1979
date issued1979
identifier issn0021-8936
identifier otherJAMCAV-26131#895_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91684
description abstractPreviously, a set of 9 exact differential equations was derived for the inextensional deformation of a plate bounded by two straight edges and two arbitrary curves. One straight edge is built-in. The other moves rigidly and is subject to a force and couple. The curved edges are stress-free. If the plate twists as it deforms, then, as shown herein, the 9 equations may be replaced by 7. The equations are written in a dimensionless form allowing a ready comparison with Mansfield’s theory that assumes small but finite angles of rotation. If the end load is a couple only, then an independent set of 5 equations emerges. These reduce to 4 for a quadrilateral plate. A numerical example compares the prediction of the exact equations against those of Mansfield. For triangular plates under tip forces only, an alternate, better conditioned, set of 9 differential equations is derived, and the behavior of the solutions near the tip is analyzed.
publisherThe American Society of Mechanical Engineers (ASME)
titleAlternate Exact Equations for the Inextensional Deformation of Arbitrary, Quadrilateral, and Triangular Plates
typeJournal Paper
journal volume46
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3424674
journal fristpage895
journal lastpage900
identifier eissn1528-9036
keywordsDeformation
keywordsPlates (structures)
keywordsEquations
keywordsStress
keywordsDifferential equations
keywordsForce AND Rotation
treeJournal of Applied Mechanics:;1979:;volume( 046 ):;issue: 004
contenttypeFulltext


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