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    Galerkin Projection for Geometrically Exact Sandwich Beams Allowing for Ply Drop-off

    Source: Journal of Applied Mechanics:;1995:;volume( 062 ):;issue: 002::page 479
    Author:
    Loc Vu-Quoc
    ,
    H. Deng
    DOI: 10.1115/1.2895955
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A Galerkin projection of the equations of equilibrium for a recent theory of geometrically exact sandwich beams that allow finite rotations and shear deformation in each layer is presented. The continuity of the displacement across the layers is exactly satisfied. The resulting finite element formulation can accommodate large deformation. The number of layers is variable, with layer lengths and thicknesses not required to be the same, thus allowing the modeling of sandwich structures with ply drop-off. Numerical examples are presented which underline the salient features of the formulation. Saint-Venant principle is demonstrated for very short sandwich beams.
    keyword(s): Drops , Equilibrium (Physics) , Finite element analysis , Modeling , Displacement , Equations , Sandwich structures , Shear deformation , Saint-Venant's principle AND Deformation ,
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      Galerkin Projection for Geometrically Exact Sandwich Beams Allowing for Ply Drop-off

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/114886
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    • Journal of Applied Mechanics

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    contributor authorLoc Vu-Quoc
    contributor authorH. Deng
    date accessioned2017-05-08T23:46:28Z
    date available2017-05-08T23:46:28Z
    date copyrightJune, 1995
    date issued1995
    identifier issn0021-8936
    identifier otherJAMCAV-26363#479_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114886
    description abstractA Galerkin projection of the equations of equilibrium for a recent theory of geometrically exact sandwich beams that allow finite rotations and shear deformation in each layer is presented. The continuity of the displacement across the layers is exactly satisfied. The resulting finite element formulation can accommodate large deformation. The number of layers is variable, with layer lengths and thicknesses not required to be the same, thus allowing the modeling of sandwich structures with ply drop-off. Numerical examples are presented which underline the salient features of the formulation. Saint-Venant principle is demonstrated for very short sandwich beams.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleGalerkin Projection for Geometrically Exact Sandwich Beams Allowing for Ply Drop-off
    typeJournal Paper
    journal volume62
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2895955
    journal fristpage479
    journal lastpage488
    identifier eissn1528-9036
    keywordsDrops
    keywordsEquilibrium (Physics)
    keywordsFinite element analysis
    keywordsModeling
    keywordsDisplacement
    keywordsEquations
    keywordsSandwich structures
    keywordsShear deformation
    keywordsSaint-Venant's principle AND Deformation
    treeJournal of Applied Mechanics:;1995:;volume( 062 ):;issue: 002
    contenttypeFulltext
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