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contributor authorN. Ohno
contributor authorM. Šatra
date accessioned2017-05-08T23:24:50Z
date available2017-05-08T23:24:50Z
date copyrightJuly, 1987
date issued1987
identifier issn0094-4289
identifier otherJEMTA8-26917#194_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102506
description abstractTo find some features in the development of cyclic hardening in structural components with areas of strain concentration, detailed and simplified elastoplastic analyses are performed on an axisymmetric notched bar subjected to axial cyclic loading. For the detailed analysis, the constitutive model based on the cyclic nonhardening region is implemented in an incremental FEM. The model can describe an important feature in cyclic plasticity, i.e., the dependence of cyclic plastic behavior on cyclic stress and strain ranges. The simplified method which utilizes the cylic stress-strain curve as the constitutive relation is applied to the case of nonzero as well as zero mean values of the cyclic load, and its validity is discussed on the basis of the results of the detailed analysis. The detailed analysis with accelerated cyclic hardening and the methods of Neuber and Stowell-Hardrath-Ohman are examined, too.
publisherThe American Society of Mechanical Engineers (ASME)
titleDetailed and Simplified Elastoplastic Analyses of a Cyclically Loaded Notched Bar
typeJournal Paper
journal volume109
journal issue3
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.3225963
journal fristpage194
journal lastpage202
identifier eissn1528-8889
keywordsPlasticity
keywordsStress
keywordsHardening
keywordsFinite element methods
keywordsStress-strain curves
keywordsConstitutive equations AND Finite element model
treeJournal of Engineering Materials and Technology:;1987:;volume( 109 ):;issue: 003
contenttypeFulltext


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