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    The Sternberg-Koiter Conclusion and Other Anomalies of the Concentrated Couple

    Source: Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 002::page 240
    Author:
    John Dundurs
    ,
    Xanthippi Markenscoff
    DOI: 10.1115/1.3176074
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A notable conclusion reached by Sternberg and Koiter 30 years ago is that an elastic wedge loaded by a concentrated couple at its vertex remains a well-posed elasticity problem only as long as the wedge does not degenerate into a reentrant corner. A closely related problem is that of a concentrated couple approaching the tip of a crack. It is shown in this article that the corresponding limits in the stress fields do not exist, but that the Bueckner weight function is obtained by appropriately diminishing the magnitude of the couple. It is also shown that the elastic fields, when a concentrated couple approaches an interface between two materials, depend on the direction from which the interface is approached. Moreover, the elastic wedge embedded in another material is discussed.
    keyword(s): Weight (Mass) , Elasticity , Stress , Fracture (Materials) , Corners (Structural elements) AND Wedges ,
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      The Sternberg-Koiter Conclusion and Other Anomalies of the Concentrated Couple

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/104947
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    • Journal of Applied Mechanics

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    contributor authorJohn Dundurs
    contributor authorXanthippi Markenscoff
    date accessioned2017-05-08T23:29:08Z
    date available2017-05-08T23:29:08Z
    date copyrightJune, 1989
    date issued1989
    identifier issn0021-8936
    identifier otherJAMCAV-26307#240_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104947
    description abstractA notable conclusion reached by Sternberg and Koiter 30 years ago is that an elastic wedge loaded by a concentrated couple at its vertex remains a well-posed elasticity problem only as long as the wedge does not degenerate into a reentrant corner. A closely related problem is that of a concentrated couple approaching the tip of a crack. It is shown in this article that the corresponding limits in the stress fields do not exist, but that the Bueckner weight function is obtained by appropriately diminishing the magnitude of the couple. It is also shown that the elastic fields, when a concentrated couple approaches an interface between two materials, depend on the direction from which the interface is approached. Moreover, the elastic wedge embedded in another material is discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Sternberg-Koiter Conclusion and Other Anomalies of the Concentrated Couple
    typeJournal Paper
    journal volume56
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3176074
    journal fristpage240
    journal lastpage245
    identifier eissn1528-9036
    keywordsWeight (Mass)
    keywordsElasticity
    keywordsStress
    keywordsFracture (Materials)
    keywordsCorners (Structural elements) AND Wedges
    treeJournal of Applied Mechanics:;1989:;volume( 056 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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