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contributor authorJ. W. Nicholson
contributor authorS. T. Weidman
contributor authorJ. G. Simmonds
date accessioned2017-05-08T23:14:47Z
date available2017-05-08T23:14:47Z
date copyrightJune, 1983
date issued1983
identifier issn0021-8936
identifier otherJAMCAV-26217#373_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96669
description abstractAnalytical and numerical values for Sanders’ path-independent energy-release rate integral I and the combined stress-intensity factor are obtained for a circumferentially through-cracked cylindrical shell. Two types of loadings are considered. First, the shell is subject to axial tension and, second, the shell is subject to edge moments. New procedures for evaluating I from the governing integral equations are presented. In particular, for a very thin shell subject to edge moments, a method of evaluating I by circumventing the solution of the integral equations is shown.
publisherThe American Society of Mechanical Engineers (ASME)
titleSanders’ Energy-Release Rate Integral for a Circumferentially Cracked Cylindrical Shell
typeJournal Paper
journal volume50
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3167047
journal fristpage373
journal lastpage378
identifier eissn1528-9036
keywordsPipes
keywordsIntegral equations
keywordsShells
keywordsTension
keywordsThin shells AND Stress
treeJournal of Applied Mechanics:;1983:;volume( 050 ):;issue: 002
contenttypeFulltext


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