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contributor authorD. Karagiozova
contributor authorN. Jones
date accessioned2017-05-08T23:52:42Z
date available2017-05-08T23:52:42Z
date copyrightMarch, 1997
date issued1997
identifier issn0021-8936
identifier otherJAMCAV-26407#193_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/118262
description abstractThe phenomenon of dynamic buckling is examined when the influence of material strain-rate sensitivity is retained in the basic equations for a simple elastic-plastic model with linear strain hardening when subjected to an impact by a mass. Two approaches are proposed for taking into account the material strain-rate effects and both use the Cowper-Symonds constitutive equation. The critical impact velocities depend on the impact mass and are determined for a wholly elastic material, a strain-rate insensitive elastic-plastic material and an elastic-plastic material with a dynamic yield force together with linear or nonlinear hardening due to the strain-rate effects. The results obtained show that both strain-rate sensitive models predict impact velocities which are higher than those predicted by the strain-rate insensitive idealization and that the influence of any initial imperfections is important for the three material models considered.
publisherThe American Society of Mechanical Engineers (ASME)
titleStrain-Rate Effects in the Dynamic Buckling of a Simple Elastic-Plastic Model
typeJournal Paper
journal volume64
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2787272
journal fristpage193
journal lastpage200
identifier eissn1528-9036
keywordsBuckling
keywordsEquations
keywordsWork hardening
keywordsForce AND Hardening
treeJournal of Applied Mechanics:;1997:;volume( 064 ):;issue: 001
contenttypeFulltext


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