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    Compliance Under a Small Torsional Couple of an Elastic Plate Pressed Between Two Identical Elastic Spheres

    Source: Journal of Applied Mechanics:;1966:;volume( 033 ):;issue: 002::page 377
    Author:
    J. J. O’Connor
    DOI: 10.1115/1.3625052
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The object of the analysis is to calculate the surface shear traction and the torsional compliance of an elastic system comprising a plate pressed between identical spheres. The problem is formulated in terms of an integral equation which is solved numerically. The parameters are the plate thickness and ratio of shear moduli. Solutions are obtained for all except extremely thin plates, for which a previous approximate solution is shown to be valid. The contact stress distribution is always close to the well-known distribution appropriate to the half-space, with a singularity at the edge of the contact circle, unless the plate is simultaneously thin and flexible. A thin flexible plate confines the singularity to a very small region at the edge of the contact circle, the stress elsewhere being essentially proportional to radius. The torsional compliance predicted by the analysis agrees well with experiment.
    keyword(s): Elastic plates , Shear (Mechanics) , Stress concentration , Plates (structures) , Elastic half space , Integral equations , Thickness , Traction AND Stress ,
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      Compliance Under a Small Torsional Couple of an Elastic Plate Pressed Between Two Identical Elastic Spheres

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    contributor authorJ. J. O’Connor
    date accessioned2017-05-08T23:40:04Z
    date available2017-05-08T23:40:04Z
    date copyrightJune, 1966
    date issued1966
    identifier issn0021-8936
    identifier otherJAMCAV-25826#377_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/111145
    description abstractThe object of the analysis is to calculate the surface shear traction and the torsional compliance of an elastic system comprising a plate pressed between identical spheres. The problem is formulated in terms of an integral equation which is solved numerically. The parameters are the plate thickness and ratio of shear moduli. Solutions are obtained for all except extremely thin plates, for which a previous approximate solution is shown to be valid. The contact stress distribution is always close to the well-known distribution appropriate to the half-space, with a singularity at the edge of the contact circle, unless the plate is simultaneously thin and flexible. A thin flexible plate confines the singularity to a very small region at the edge of the contact circle, the stress elsewhere being essentially proportional to radius. The torsional compliance predicted by the analysis agrees well with experiment.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleCompliance Under a Small Torsional Couple of an Elastic Plate Pressed Between Two Identical Elastic Spheres
    typeJournal Paper
    journal volume33
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3625052
    journal fristpage377
    journal lastpage383
    identifier eissn1528-9036
    keywordsElastic plates
    keywordsShear (Mechanics)
    keywordsStress concentration
    keywordsPlates (structures)
    keywordsElastic half space
    keywordsIntegral equations
    keywordsThickness
    keywordsTraction AND Stress
    treeJournal of Applied Mechanics:;1966:;volume( 033 ):;issue: 002
    contenttypeFulltext
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