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contributor authorRichard M. Christensen
date accessioned2017-05-09T00:23:55Z
date available2017-05-09T00:23:55Z
date copyrightApril, 2007
date issued2007
identifier issn0094-4289
identifier otherJEMTA8-27095#173_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/135839
description abstractA theory of yielding and failure for homogeneous and isotropic materials is given. The theory is calibrated by two independent, measurable properties and from those it predicts possible failure for any given state of stress. It also differentiates between ductile yielding and brittle failure. The explicit ductile-brittle criterion depends not only upon the material specification through the two properties, but also and equally importantly depends upon the type of imposed stress state. The Mises criterion is a special (limiting) case of the present theory. A close examination of this case shows that the Mises material idealization does not necessarily imply ductile behavior under all conditions, only under most conditions. When the first invariant of the yield/failure stress state is sufficiently large relative to the distortional part, brittle failure will be expected to occur. For general material types, it is shown that it is possible to have a state of spreading plastic flow, but as the elastic-plastic boundary advances, the conditions for yielding on it can change over to conditions for brittle failure because of the evolving stress state. The general theory is of a three-dimensional form and it applies to full density materials for which the yield/failure strength in uniaxial tension is less than or at most equal to the magnitude of that in uniaxial compression.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Comprehensive Theory of Yielding and Failure for Isotropic Materials
typeJournal Paper
journal volume129
journal issue2
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.2712847
journal fristpage173
journal lastpage181
identifier eissn1528-8889
keywordsBrittleness
keywordsStress AND Failure
treeJournal of Engineering Materials and Technology:;2007:;volume( 129 ):;issue: 002
contenttypeFulltext


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