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contributor authorFu Chow
date accessioned2017-05-09T00:29:13Z
date available2017-05-09T00:29:13Z
date copyrightSeptember, 1961
date issued1961
identifier issn0021-8936
identifier otherJAMCAV-25631#379_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/138611
description abstractThe effect of a rigid elliptic inclusion on both plain bending and pure twist of a thick elastic plate is investigated on the basis of Reissner’s plate theory [1, 2]. Comparison is made for the limiting cases of vanishing focal distance of the elliptic inclusion (a rigid circular inclusion), and vanishing thickness (Poisson-Kirchhoff plate theory), with the solutions of C. Pai [3], R. A. Hirsch [4], and M. Goland [5]. The stress-concentration factors are lower than those predicted by the classical plate theory.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Effect of a Rigid Elliptic Inclusion on the Bending of a Thick Elastic Plate
typeJournal Paper
journal volume28
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3641715
journal fristpage379
journal lastpage382
identifier eissn1528-9036
keywordsElastic plates
keywordsThickness AND Stress concentration
treeJournal of Applied Mechanics:;1961:;volume( 028 ):;issue: 003
contenttypeFulltext


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