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contributor authorNorman Jones
date accessioned2017-05-08T23:00:03Z
date available2017-05-08T23:00:03Z
date copyrightSeptember, 1976
date issued1976
identifier issn0021-8936
identifier otherJAMCAV-26061#450_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/88281
description abstractThe creep buckling behavior of a complete spherical shell which is subjected to a uniform external pressure is investigated using a perturbation method of analysis. The spherical shell has an arbitrary initial imperfect shape and is made from a material which creeps according to the generalized Norton’s law. It turns out that the critical mode number of the deformed profile is identical to that obtained previously by various authors for the linear elastic instability of complete spherical shells. It also appears that the resistance to creep buckling of complete spherical shells is greater than the resistance of a long cylindrical shell having the same R/h ratio and material properties.
publisherThe American Society of Mechanical Engineers (ASME)
titleCreep Buckling of a Complete Spherical Shell
typeJournal Paper
journal volume43
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3423889
journal fristpage450
journal lastpage454
identifier eissn1528-9036
keywordsCreep
keywordsBuckling
keywordsSpherical shells
keywordsElectrical resistance
keywordsMaterials properties
keywordsPipes
keywordsExternal pressure AND Shapes
treeJournal of Applied Mechanics:;1976:;volume( 043 ):;issue: 003
contenttypeFulltext


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