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contributor authorJ. H. Lee
contributor authorY. Zhang
date accessioned2017-05-08T23:50:20Z
date available2017-05-08T23:50:20Z
date copyrightApril, 1996
date issued1996
identifier issn0094-4289
identifier otherJEMTA8-26978#169_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117053
description abstractIn Part I [1] of this paper, Gurson’s mixed hardening plasticity model with strain and stress-controlled nucleations, was used in a large deformation finite element program to study the plastic flow and damage in the uniaxial compression of cylinders under sticking friction. Due to low stress triaxiality at the bulge of the cylinders, it was found that localization may occur before void coalescence. In this paper, necessary conditions of localizations are analyzed for the axial compression of porous cylinders under sticking friction. Shear band type of localization with a normal mode of fracture has been predicted for the majority of the cases studied. Various existing localization conditions and fracture criteria are assessed using the results from the simulation. The maximum shear stress at failure is approximately constant and a constant critical damage can not be found.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Finite-Element Work-Hardening Plasticity Model of the Uniaxial Compression and Subsequent Failure of Porous Cylinders Including Effects of Void Nucleation and Growth—Part II: Localization and Fracture Criteria
typeJournal Paper
journal volume118
journal issue2
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.2804883
journal fristpage169
journal lastpage178
identifier eissn1528-8889
keywordsPlasticity
keywordsNucleation (Physics)
keywordsFinite element analysis
keywordsFracture (Process)
keywordsCompression
keywordsCylinders
keywordsFailure
keywordsWork hardening
keywordsStress
keywordsShear (Mechanics)
keywordsDeformation
keywordsFriction
keywordsSimulation AND Hardening
treeJournal of Engineering Materials and Technology:;1996:;volume( 118 ):;issue: 002
contenttypeFulltext


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