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contributor authorJ. W. Hutchinson
date accessioned2017-05-09T00:04:53Z
date available2017-05-09T00:04:53Z
date copyrightMarch, 1968
date issued1968
identifier issn0021-8936
identifier otherJAMCAV-25866#66_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125223
description abstractBuckling and initial postbuckling behavior is determined for thin, elastic cylindrical shells of elliptical cross section. This study complements the buckling and advanced postbuckling calculations reported by Kempner and Chen on a similar class of shells. The initial postbuckling analysis indicates that, like compressed circular cylinders, the oval cylinders will be highly sensitive to small geometrical imperfections and may buckle at loads well below the predictions for the perfect shell. On the other hand, buckling will not necessarily result in complete collapse. A series of simple tests has been performed which provide qualitative verification of the major features of the theory.
publisherThe American Society of Mechanical Engineers (ASME)
titleBuckling and Initial Postbuckling Behavior of Oval Cylindrical Shells Under Axial Compression
typeJournal Paper
journal volume35
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3601175
journal fristpage66
journal lastpage72
identifier eissn1528-9036
keywordsPipes
keywordsBuckling
keywordsCompression
keywordsShells
keywordsStress
keywordsCylinders
keywordsCircular cylinders AND Collapse
treeJournal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001
contenttypeFulltext


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