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contributor authorH. E. Lindberg
contributor authorT. C. Kennedy
date accessioned2017-05-08T22:57:54Z
date available2017-05-08T22:57:54Z
date copyrightJune, 1975
date issued1975
identifier issn0021-8936
identifier otherJAMCAV-26035#411_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/87109
description abstractA large deflection, elastic-plastic numerical theory (SABOR/DRASTIC 6) is used to investigate dynamic buckling motion beyond strain-rate reversal in cylindrical shells under radial impulse. It is found that the mode number of the most amplified harmonic is smaller than predicted by the simple analytic tangent modulus theory because of the increased stiffness after strain-rate reversal, neglected in the simple theory. Nevertheless, the simple theory gives reasonable estimates for threshold buckling impulses. In buckling well beyond threshold (about three times the threshold impulse in a thin shell, radius-to-thickness ratio of 120) plastic deformation becomes more localized at the buckle crests, but compressive strain continues to dominate so that a simple plastic hinge postbuckling analysis would be inadequate. Accuracy of the numerical theory is confirmed by comparison with experiment (asymmetric loading below buckling threshold and symmetric loading above) and with the tangent modulus theory prior to strain-rate reversal.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Plastic Pulse Buckling Beyond Strain-Rate Reversal
typeJournal Paper
journal volume42
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3423591
journal fristpage411
journal lastpage416
identifier eissn1528-9036
keywordsBuckling
keywordsImpulse (Physics)
keywordsPipes
keywordsDeformation
keywordsMotion
keywordsHinges
keywordsDeflection
keywordsStiffness
keywordsThickness AND Thin shells
treeJournal of Applied Mechanics:;1975:;volume( 042 ):;issue: 002
contenttypeFulltext


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