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    New Spline Finite Element for Plate Bending

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006
    Author:
    S. C. Fan
    ,
    M. H. Luah
    DOI: 10.1061/(ASCE)0733-9399(1992)118:6(1065)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a spline finite element for bending analysis of thin‐plate structures. A new set of B‐spline shape functions is developed for the interpolation of displacements. The element has nine nodes, in the shape of an arbitrary quadrilateral with biquadratic Lagrangian shape functions for geometric interpolation. The classical Kirchhoffs plate theory is used, and the element is formulated through standard displacement approach. Although in recent years, the use of Reissner‐Mindlin plate theory is more popular among researchers, it is believed that for thin‐plate problems, elements based on Kirchhoff's plate theory is more efficient and reliable. The comparison of numerical results of present element with some highly successful Mindlin‐plate elements have favored the argument. The accuracy and validity of the element have also been investigated through the analysis of a representative set of test problems. It is shown that the use of B‐spline shape functions in general two‐dimensional finite element analysis is promising, and the potentialities of
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      New Spline Finite Element for Plate Bending

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    contributor authorS. C. Fan
    contributor authorM. H. Luah
    date accessioned2017-05-08T22:36:39Z
    date available2017-05-08T22:36:39Z
    date copyrightJune 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A6%281065%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83707
    description abstractThis paper presents a spline finite element for bending analysis of thin‐plate structures. A new set of B‐spline shape functions is developed for the interpolation of displacements. The element has nine nodes, in the shape of an arbitrary quadrilateral with biquadratic Lagrangian shape functions for geometric interpolation. The classical Kirchhoffs plate theory is used, and the element is formulated through standard displacement approach. Although in recent years, the use of Reissner‐Mindlin plate theory is more popular among researchers, it is believed that for thin‐plate problems, elements based on Kirchhoff's plate theory is more efficient and reliable. The comparison of numerical results of present element with some highly successful Mindlin‐plate elements have favored the argument. The accuracy and validity of the element have also been investigated through the analysis of a representative set of test problems. It is shown that the use of B‐spline shape functions in general two‐dimensional finite element analysis is promising, and the potentialities of
    publisherAmerican Society of Civil Engineers
    titleNew Spline Finite Element for Plate Bending
    typeJournal Paper
    journal volume118
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:6(1065)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006
    contenttypeFulltext
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