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    Two Simple Triangular Plate Elements Based on the Absolute Nodal Coordinate Formulation

    Source: Journal of Computational and Nonlinear Dynamics:;2008:;volume( 003 ):;issue: 004::page 41012
    Author:
    Oleg Dmitrochenko
    ,
    Aki Mikkola
    DOI: 10.1115/1.2960479
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, two triangular plate elements based on the absolute nodal coordinate formulation (ANCF) are introduced. Triangular elements employ the Kirchhoff plate theory and can, accordingly, be used in thin plate problems. As usual in ANCF, the introduced elements can exactly describe arbitrary rigid body motion when their mass matrices are constant. Previous plate developments in the absolute nodal coordinate formulation have focused on rectangular elements that are difficult to use when arbitrary meshes need to be described. The elements introduced in this study have overcome this problem and represent an important addition to the absolute nodal coordinate formulation. The two elements introduced are based on Specht’s and Morley’s shape functions, previously used in conventional finite element formulations. The numerical solutions of these elements are compared with previously proposed rectangular finite element and analytical results.
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      Two Simple Triangular Plate Elements Based on the Absolute Nodal Coordinate Formulation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/137537
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    contributor authorOleg Dmitrochenko
    contributor authorAki Mikkola
    date accessioned2017-05-09T00:27:07Z
    date available2017-05-09T00:27:07Z
    date copyrightOctober, 2008
    date issued2008
    identifier issn1555-1415
    identifier otherJCNDDM-25660#041012_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/137537
    description abstractIn this paper, two triangular plate elements based on the absolute nodal coordinate formulation (ANCF) are introduced. Triangular elements employ the Kirchhoff plate theory and can, accordingly, be used in thin plate problems. As usual in ANCF, the introduced elements can exactly describe arbitrary rigid body motion when their mass matrices are constant. Previous plate developments in the absolute nodal coordinate formulation have focused on rectangular elements that are difficult to use when arbitrary meshes need to be described. The elements introduced in this study have overcome this problem and represent an important addition to the absolute nodal coordinate formulation. The two elements introduced are based on Specht’s and Morley’s shape functions, previously used in conventional finite element formulations. The numerical solutions of these elements are compared with previously proposed rectangular finite element and analytical results.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleTwo Simple Triangular Plate Elements Based on the Absolute Nodal Coordinate Formulation
    typeJournal Paper
    journal volume3
    journal issue4
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.2960479
    journal fristpage41012
    identifier eissn1555-1423
    treeJournal of Computational and Nonlinear Dynamics:;2008:;volume( 003 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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