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Bending analysis of folded laminated plates by the FSDT meshfree method

    Research output: Journal Publications and Reviews › RGC 21 - Publication in refereed journal › peer-review

    60 Downloads (CityUHK Scholars)

    Abstract

    A meshfree method is developed in this paper to study the flexure behavior of folded laminated plates. A folded laminated plate is considered as an assembly of laminates. Based on the first-order shear deformation theory (FSDT) and the moving-least square approximation, the stiffness equations of the laminates are derived. A treatment is implemented to modify the equations, and the equations are then superposed to obtain the governing equation of the entire folded laminated plate. No mesh is required in the determination of the stiffness equations of the laminates, and therefore the proposed method is more flexible than the finite element methods. The convergence and accuracy of the proposed method are examined by computing several numerical examples, and good agreement is observed between the present results and those given by ANSYS.
    Original languageEnglish
    Pages (from-to)2714-2721
    JournalProcedia Engineering
    Volume14
    DOIs
    Publication statusPublished - 2011
    Event12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12) - Hong Kong Convention & Exhibition Centre, Hong Kong, China
    Duration: 26 Jan 2011 → 28 Jan 2011
    http://bccw.cityu.edu.hk/easec12/wp_home.asp

    Research Keywords

    • Bending
    • Folded plate
    • FSDT
    • Laminate
    • Meshfree method

    Publisher's Copyright Statement

    • This full text is made available under CC-BY-NC-ND 3.0. https://creativecommons.org/licenses/by-nc-nd/3.0/

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