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    Shear strain sampling points of plate element from desirable displacement fields and mixed finite elements

    Access Status
    Fulltext not available
    Authors
    Vimonsatit, Vanissorn
    Kowsuwan, Teerapon
    Date
    2015
    Type
    Conference Paper
    
    Metadata
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    Citation
    Vimonsatit, V. and Kowsuwan, T. 2015. Shear strain sampling points of plate element from desirable displacement fields and mixed finite elements, in Proceedings of the 8th International Structural Engineering and Construction Conference: Implementing Innovative Ideas in Structural Engineering and Project Management, Nov 23-28 2015, pp. 481-486. Sydney, NSW: ISEC Society.
    Source Title
    Implementing Innovative Ideas in Structural Engineering and Project Management
    Source Conference
    8th International Structural Engineering and Construction Conferenc
    ISBN
    978-0-9960437-1-7
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/24435
    Collection
    • Curtin Research Publications
    Abstract

    A newly developed four-node bilinear plate element based on linked interpolation and Desirable Displacement Field (DDF) concept is formulated for the analysis of general plate problems. The proposed element is formulated on a mixed finite element for Reissner-mindlin plate theory and transverse displacement is linked to the rotation degree of freedom to ensure high-order interpolation capacity. By assumed strain method, the DDF is introduced for the investigation of strain sampling points. A high order polynomial for transverse displacement with linking shape function is used in finite element discretization to provide a better solution for the plate problems. A number of commonly selected problems will be tested using the present element to compare with other element models in the open literature to assess their relative convergence and accuracy.

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