Elastic buckling of uniaxially loaded skew plates containing openings

A. Tahmasebi Nejad, N. E. Shanmugam

    Research output: Contribution to journalArticle

    8 Citations (Scopus)

    Abstract

    The paper is concerned with elastic buckling behavior of uniaxially loaded skew plates with openings. Simply supported and clamped plates subject to uniaxial compression in the longitudinal direction are studied. Two different shapes of openings, circular and skew of different sizes, are considered. The finite element software package ABAQUS has been employed to analyze the plates. Effects of parameters such as skew angle, size, shape and position of openings and aspect ratio of the plates are examined. Results are presented in the form of plots showing the variation of buckling coefficient against the parameters studied.

    Original languageEnglish
    Pages (from-to)1208-1216
    Number of pages9
    JournalThin-Walled Structures
    Volume49
    Issue number10
    DOIs
    Publication statusPublished - Oct 2011

    Fingerprint

    Buckling
    ABAQUS
    Software packages
    Aspect ratio

    Keywords

    • Aspect ratio of plates
    • Buckling coefficient
    • Edge conditions
    • Elastic buckling
    • Openings
    • Shape and size of openings
    • Skew plates
    • Uniaxial loading

    ASJC Scopus subject areas

    • Mechanical Engineering
    • Building and Construction
    • Civil and Structural Engineering

    Cite this

    Elastic buckling of uniaxially loaded skew plates containing openings. / Tahmasebi Nejad, A.; Shanmugam, N. E.

    In: Thin-Walled Structures, Vol. 49, No. 10, 10.2011, p. 1208-1216.

    Research output: Contribution to journalArticle

    Tahmasebi Nejad, A. ; Shanmugam, N. E. / Elastic buckling of uniaxially loaded skew plates containing openings. In: Thin-Walled Structures. 2011 ; Vol. 49, No. 10. pp. 1208-1216.
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