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contributor authorW. Scherzinger
contributor authorN. Triantafyllidis
date accessioned2017-05-09T00:01:37Z
date available2017-05-09T00:01:37Z
date copyrightDecember, 2000
date issued2000
identifier issn0021-8936
identifier otherJAMCAV-26501#685_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123197
description abstractIn this paper is presented a general methodology for predicting puckering instabilities in sheet metal forming applications. A novel approach is introduced which does not use shell theory approximations. The starting point is Hill’s stability functional for a three-dimensional rate-independent stressed solid which is modified for contact. By using a multiple scale asymptotic technique with respect to the small dimensionless thickness parameter ε, one can derive the two-dimensional version of the stability functional which is accurate up to O(ε4), thus taking into account bending effects. Loss of positive definiteness of this functional indicates possibility of a puckering instability in a sheet metal forming problem with a known stress and deformation state. An advantage of the proposed method is that the puckering investigation is independent of the algorithm used for calculating the deformed state of the sheet. [S0021-8936(00)00804-7]
publisherThe American Society of Mechanical Engineers (ASME)
titleAsymptotic Stability Analysis for Sheet Metal Forming—Part I: Theory
typeJournal Paper
journal volume67
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.1325012
journal fristpage685
journal lastpage690
identifier eissn1528-9036
keywordsStability
keywordsSheet metal work
keywordsStress
keywordsShells
keywordsEigenvalues AND Thickness
treeJournal of Applied Mechanics:;2000:;volume( 067 ):;issue: 004
contenttypeFulltext


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