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contributor authorJ. A. Beisel
contributor authorJ. K. Good
date accessioned2017-05-09T00:42:14Z
date available2017-05-09T00:42:14Z
date copyrightJanuary, 2011
date issued2011
identifier issn0021-8936
identifier otherJAMCAV-26798#011001_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145305
description abstractA method is presented for determining the two levels of instability that are associated with thin web materials traveling through process machinery. The first level of instability involves the out-of-plane buckling of expanses of web supported only by rollers at opposing ends. A method is developed using linear plate theory, which is verified by tests that show that this first level of instability can be predicted. The second level of instability involves the buckling of the web when it has taken the form of a cylindrical shell as it transits a roller. A nonlinear finite element method with strain dependent constitutive relations is developed and verified by tests to predict this second level of instability.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Instability of Webs in Transport
typeJournal Paper
journal volume78
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4002116
journal fristpage11001
identifier eissn1528-9036
keywordsBuckling
keywordsRollers
keywordsTension
keywordsMachinery
keywordsShells
keywordsPipes
keywordsFailure
keywordsStress AND Travel
treeJournal of Applied Mechanics:;2011:;volume( 078 ):;issue: 001
contenttypeFulltext


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