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contributor authorLeslie Banks-Sills
date accessioned2017-05-08T23:34:22Z
date available2017-05-08T23:34:22Z
date copyrightOctober, 1991
date issued1991
identifier issn0003-6900
identifier otherAMREAD-25609#447_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107896
description abstractUse of the finite element method to treat two and three-dimensional linear elastic fracture mechanics problems is becoming common place. In general, the behavior of the displacement field in ordinary elements is at most quadratic or cubic, so that the stress field is at most linear or quadratic. On the other hand, the stresses in the neighborhood of a crack tip in a linear elastic material have been shown to be square root singular. Hence, the problem begins by properly modeling the stresses in the region adjacent to the crack tip with finite elements. To this end, quarter-point, singular, isoparametric elements may be employed; these will be discussed in detail. After that difficulty has been overcome, the stress intensity factor must be extracted from either the stress or displacement field or by an energy based method. Three methods are described here: displacement extrapolation, the stiffness derivative and the area and volume J-integrals. Special attention will be given to the virtual crack extension which is employed by the latter two methods. A methodology for calculating stress intensity factors in two and three-dimensional bodies will be recommended.
publisherThe American Society of Mechanical Engineers (ASME)
titleApplication of the Finite Element Method to Linear Elastic Fracture Mechanics
typeJournal Paper
journal volume44
journal issue10
journal titleApplied Mechanics Reviews
identifier doi10.1115/1.3119488
journal fristpage447
journal lastpage461
identifier eissn0003-6900
keywordsFinite element methods
keywordsFracture mechanics
keywordsStress
keywordsDisplacement
keywordsFracture (Materials)
keywordsFinite element analysis
keywordsModeling AND Stiffness
treeApplied Mechanics Reviews:;1991:;volume( 044 ):;issue: 010
contenttypeFulltext


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