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contributor authorJ. B. Newman
date accessioned2017-05-09T01:18:13Z
date available2017-05-09T01:18:13Z
date copyrightJune, 1972
date issued1972
identifier issn0021-8936
identifier otherJAMCAV-25961#431_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/158044
description abstractThis analysis seeks three-dimensional instabilities of uniaxial compressive flow in isotropic, strain-hardening, rigid-plastic materials of the Mises and maximum shear stress types. No instabilities are found for Mises materials. Maximum shear materials display axisymmetric, “deflectional”, and “higher-order” buckling. For increasingly slender specimens, the deflectional buckling process merges into that of the Shanley theory. The axisymmetric mode raises the possibility that instabilities contribute to the double axial bulging of ductile compression specimens reported by Nádái.
publisherThe American Society of Mechanical Engineers (ASME)
titleGeometric Instabilities in Isotropic Plastic Solids Under Increasing Uniaxial Compression
typeJournal Paper
journal volume39
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3422696
journal fristpage431
journal lastpage437
identifier eissn1528-9036
keywordsSolids
keywordsCompression
keywordsShear (Mechanics)
keywordsBuckling
keywordsStress
keywordsWork hardening AND Flow (Dynamics)
treeJournal of Applied Mechanics:;1972:;volume( 039 ):;issue: 002
contenttypeFulltext


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