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    On Crack-Tip Stresses as Crack-Tip Radii Decrease

    Source: Journal of Applied Mechanics:;2011:;volume( 078 ):;issue: 001::page 11004
    Author:
    G. B. Sinclair
    ,
    G. Meda
    ,
    B. S. Smallwood
    DOI: 10.1115/1.4002236
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In classical elasticity, when cracks are modeled with stress-free elliptical holes, stress singularities occur as crack-tip root radii go to zero. This raises the question of when crack-tip stresses first start to depart from physical reality as radii go to zero. To address this question, here, cohesive stress action is taken into account as radii go to zero. To obtain sufficient resolution of the key crack-tip fields, two highly focused numerical approaches are employed: finite elements with successive submodeling concentrated on the crack-tip and numerical analysis of a companion integral equation with considerable discretization refinement at the crack-tip. Both numerical approaches are verified with convergence checks and test problems. Results show that for visible cracks, classical elasticity analysis leads to physically sensible stresses, provided that crack-tip radii are accounted for properly. For microcracks with smaller crack-tip radii, however, cohesive stress action also needs to be included if accurate crack-tip stresses are to be obtained. For cracks with yet smaller crack-tip radii, cracks close and stresses throughout the crack plane become uniform.
    keyword(s): Stress , Fracture (Materials) AND Finite element analysis ,
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      On Crack-Tip Stresses as Crack-Tip Radii Decrease

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    contributor authorG. B. Sinclair
    contributor authorG. Meda
    contributor authorB. S. Smallwood
    date accessioned2017-05-09T00:42:14Z
    date available2017-05-09T00:42:14Z
    date copyrightJanuary, 2011
    date issued2011
    identifier issn0021-8936
    identifier otherJAMCAV-26798#011004_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145308
    description abstractIn classical elasticity, when cracks are modeled with stress-free elliptical holes, stress singularities occur as crack-tip root radii go to zero. This raises the question of when crack-tip stresses first start to depart from physical reality as radii go to zero. To address this question, here, cohesive stress action is taken into account as radii go to zero. To obtain sufficient resolution of the key crack-tip fields, two highly focused numerical approaches are employed: finite elements with successive submodeling concentrated on the crack-tip and numerical analysis of a companion integral equation with considerable discretization refinement at the crack-tip. Both numerical approaches are verified with convergence checks and test problems. Results show that for visible cracks, classical elasticity analysis leads to physically sensible stresses, provided that crack-tip radii are accounted for properly. For microcracks with smaller crack-tip radii, however, cohesive stress action also needs to be included if accurate crack-tip stresses are to be obtained. For cracks with yet smaller crack-tip radii, cracks close and stresses throughout the crack plane become uniform.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOn Crack-Tip Stresses as Crack-Tip Radii Decrease
    typeJournal Paper
    journal volume78
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4002236
    journal fristpage11004
    identifier eissn1528-9036
    keywordsStress
    keywordsFracture (Materials) AND Finite element analysis
    treeJournal of Applied Mechanics:;2011:;volume( 078 ):;issue: 001
    contenttypeFulltext
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