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contributor authorJ. W. Nicholson
contributor authorM. R. Bradley
contributor authorC. K. Carrington
date accessioned2017-05-08T23:07:54Z
date available2017-05-08T23:07:54Z
date copyrightSeptember, 1980
date issued1980
identifier issn0021-8936
identifier otherJAMCAV-26152#583_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92829
description abstractSanders’ path-independent energy-release-rate integral I for a cracked shallow shell is used to compute the asymptotic form of the combined stress-intensity factor for a pressurized elastically isotropic cylindrical shell containing a longitudinal crack. The combined stress-intensity factor is expressible in terms of the conventional stretching and bending stress-intensity factors and is a function of Poisson’s ratio v and a dimensionless crack length λ. When λ is small the shell is nearly flat and when λ is large the shell is very thin. Asymptotic formulas for I when λ is small or large are obtained. A numerical solution for λ = 0(1) is also obtained.
publisherThe American Society of Mechanical Engineers (ASME)
titleAsymptotic Evaluation of a Combined Stress-Intensity Factor for a Pressurized Cylindrical Shell Containing a Longitudinal Crack
typeJournal Paper
journal volume47
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3153735
journal fristpage583
journal lastpage585
identifier eissn1528-9036
keywordsStress
keywordsFracture (Materials)
keywordsPipes
keywordsShells
keywordsFormulas AND Poisson ratio
treeJournal of Applied Mechanics:;1980:;volume( 047 ):;issue: 003
contenttypeFulltext


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