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contributor authorDhirendra V. Kubair
contributor authorPhilippe H. Geubelle
contributor authorJohn Lambros
date accessioned2017-05-09T00:15:02Z
date available2017-05-09T00:15:02Z
date copyrightJuly, 2005
date issued2005
identifier issn0021-8936
identifier otherJAMCAV-26592#461_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/131196
description abstractThe dominant and higher-order asymptotic stress and displacement fields surrounding a stationary crack embedded in a ductile functionally graded material subjected to antiplane shear loading are derived. The plastic material gradient is assumed to be in the radial direction only and elastic effects are neglected. As in the elastic case, the leading (most singular) term in the asymptotic expansion is the same in the graded material as in the homogeneous one with the properties evaluated at the crack tip location. Assuming a power law for the plastic strains and another power law for the material spatial gradient, we derive the next term in the asymptotic expansion for the near-tip fields. The second term in the series may or may not differ from that of the homogeneous case depending on the particular material property variation. This result is a consequence of the interaction between the plasticity effects associated with a loading dependent length scale (the plastic zone size) and the inhomogeneity effects, which are also characterized by a separate length scale (the property gradient variation).
publisherThe American Society of Mechanical Engineers (ASME)
titleAsymptotic Analysis of a Mode III Stationary Crack in a Ductile Functionally Graded Material
typeJournal Paper
journal volume72
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.1876434
journal fristpage461
journal lastpage467
identifier eissn1528-9036
keywordsFracture (Materials)
keywordsFunctionally graded materials
keywordsGradients
keywordsStress
keywordsMaterials properties AND Displacement
treeJournal of Applied Mechanics:;2005:;volume( 072 ):;issue: 004
contenttypeFulltext


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