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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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