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contributor authorC. R. Steele
date accessioned2017-05-08T23:29:21Z
date available2017-05-08T23:29:21Z
date copyrightMarch, 1965
date issued1965
identifier issn0021-8936
identifier otherJAMCAV-25796#87_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/105034
description abstractThe previously obtained solution for the thin elastic shell with edge loads whose wave-length is smaller than the shell radii of curvature is shown to provide a transition from “thin-shell” behavior to “flat-plate” behavior. The general character of the interior stress distribution is discussed in this paper. An examination is made of the properties of the “stiffness” matrix, which give the edge stresses due to prescribed edge displacements, and the properties of the inverse (“flexibility”) matrix. A solution is provided for the paradax of the shell of negative curvature with “shear-beam” supported edges, for which the membrane theory indicates a spectrum of edge loads that produce infinite stress.
publisherThe American Society of Mechanical Engineers (ASME)
titleShells With Edge Loads of Rapid Variation—II
typeJournal Paper
journal volume32
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3625790
journal fristpage87
journal lastpage98
identifier eissn1528-9036
keywordsStress
keywordsShells
keywordsStiffness
keywordsThin shells
keywordsPlasticity
keywordsSpectra (Spectroscopy)
keywordsWaves
keywordsShear (Mechanics)
keywordsStress concentration
keywordsFlat plates AND Membranes
treeJournal of Applied Mechanics:;1965:;volume( 032 ):;issue: 001
contenttypeFulltext


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