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contributor authorD. H. Bonde
contributor authorK. P. Rao
date accessioned2017-05-08T23:05:37Z
date available2017-05-08T23:05:37Z
date copyrightMay, 1978
date issued1978
identifier issn0094-9930
identifier otherJPVTAS-28162#158_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91493
description abstractThe effect of a rigid circular inclusion on stresses in a cylindrical shell subjected to internal pressure has been studied. The two linear shallow shell equations governing the behavior of a cylindrical shell are converted into a single differential equation involving a curvature parameter and a potential function in nondimensionalized form. The solution in terms of Hankel functions is used to find membrane and bending stressses. Boundary conditions at the inclusion shell junction are expressed in a simple form involving the in-plane strains and change of curvature. Good agreement has been obtained for the limiting case of a flat plate. The shell results are plotted in nondimensional form for ready use.
publisherThe American Society of Mechanical Engineers (ASME)
titlePressurized Cylindrical Shell With a Rigid Circular Inclusion
typeJournal Paper
journal volume100
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3454446
journal fristpage158
journal lastpage163
identifier eissn1528-8978
keywordsPipes
keywordsShells
keywordsPressure
keywordsStress
keywordsDifferential equations
keywordsBoundary-value problems
keywordsEquations
keywordsFlat plates
keywordsFunctions
keywordsJunctions AND Membranes
treeJournal of Pressure Vessel Technology:;1978:;volume( 100 ):;issue: 002
contenttypeFulltext


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