In this paper, geometrically exact fully intrinsic equations and variational asymptotic beam sections are used to study the buckling and postbuckling of a column under self-weight. Initial curvature effects both generalized one-dimensional beam equations and the cross-sectional stiffness properties. The effects of initial curvature have been studied on buckling and postbuckling in this paper. This problem is a valuable test case for the utility of the fully intrinsic equations and variational asymptotic beam sections.


    Zugriff

    Zugriff prüfen

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Stability Analysis of Columns with Imperfection


    Beteiligte:

    Erschienen in:

    AIAA Journal ; 55 , 4 ; 1417-1424


    Erscheinungsdatum :

    2017-02-15


    Format / Umfang :

    8 pages




    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




    Stability Analysis of Columns with Imperfection

    Sotoudeh, Zahra | Online Contents | 2017


    Stability Analysis of Columns with Imperfection

    Sotoudeh, Zahra | Online Contents | 2017


    Stability Analysis of Columns with Imperfection

    Sotoudeh, Zahra | Online Contents | 2017


    Stability Analysis of Columns with Imperfection

    Sotoudeh, Zahra / Hodges, Dewey | AIAA | 2012


    Stability Analysis of Columns with Imperfection

    Sotoudeh, Z. / Hodges, D. / American Institute of Aeronautics and Astronautics | British Library Conference Proceedings | 2012