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    Point Load on a Shallow Elliptic Paraboloid

    Source: Journal of Applied Mechanics:;1966:;volume( 033 ):;issue: 003::page 575
    Author:
    Kevin Forsberg
    ,
    Wilhelm Flügge
    DOI: 10.1115/1.3625124
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present work is a study of a thin shallow shell having a specific type of deviation from axial symmetry, i.e., the portion of an elliptic paraboloid near its vertex. The singular solutions to the homogeneous shallow-shell equations are expressed as power series in terms of a parameter γ, which is a measure of the deviation of the shell geometry from axial symmetry. These singular solutions can be directly related to concentrated loading at the vertex of the shell. The solution converges in the range γ = 0 (sphere) to γ = 1/2 (cylinder). Detailed graphical results are presented for the stress resultants and radial deflection of a shell subjected to a point load at its vertex.
    keyword(s): Stress , Shells , Cylinders , Deflection , Equations AND Geometry ,
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      Point Load on a Shallow Elliptic Paraboloid

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    http://yetl.yabesh.ir/yetl1/handle/yetl/110335
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    contributor authorKevin Forsberg
    contributor authorWilhelm Flügge
    date accessioned2017-05-08T23:38:35Z
    date available2017-05-08T23:38:35Z
    date copyrightSeptember, 1966
    date issued1966
    identifier issn0021-8936
    identifier otherJAMCAV-25834#575_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/110335
    description abstractThe present work is a study of a thin shallow shell having a specific type of deviation from axial symmetry, i.e., the portion of an elliptic paraboloid near its vertex. The singular solutions to the homogeneous shallow-shell equations are expressed as power series in terms of a parameter γ, which is a measure of the deviation of the shell geometry from axial symmetry. These singular solutions can be directly related to concentrated loading at the vertex of the shell. The solution converges in the range γ = 0 (sphere) to γ = 1/2 (cylinder). Detailed graphical results are presented for the stress resultants and radial deflection of a shell subjected to a point load at its vertex.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePoint Load on a Shallow Elliptic Paraboloid
    typeJournal Paper
    journal volume33
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3625124
    journal fristpage575
    journal lastpage585
    identifier eissn1528-9036
    keywordsStress
    keywordsShells
    keywordsCylinders
    keywordsDeflection
    keywordsEquations AND Geometry
    treeJournal of Applied Mechanics:;1966:;volume( 033 ):;issue: 003
    contenttypeFulltext
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