A series of stub column and beam tests have been performed to determine the initial buckling stress of stiffened and unstiffened curved elements. A semi-empirical expression has been developed for the elastic, local buckling of each type of curved element. For inelastic buckling, the tangent modulus approach is employed. The predicted buckling loads, based on these expressions, are compared to the test data. Also studied is the interaction between flat and curved elements when the flat element buckles before the adjoining curved element.


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    Titel :

    Structural Behavior of Members Consisting of Flat and Curved Elements


    Weitere Titelangaben:

    Sae Technical Papers


    Beteiligte:
    Parks, M. B. (Autor:in) / Yu, W. W. (Autor:in)

    Kongress:

    SAE International Congress and Exposition ; 1987



    Erscheinungsdatum :

    01.02.1987




    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Print


    Sprache :

    Englisch




    Structural behavior of members consisting of flat and curved elements

    Parks,M.B. / Yu,W.W. / Univ.of Missouri,US | Kraftfahrwesen | 1987


    Structural Behavior of Members Consisting of Curved Elements

    Santaputra, C. / Parks, M. B. / Yu, W. W. | SAE Technical Papers | 1986



    The Analysis of Structures Consisting of Curved Members of Variable Section

    JONES, B.D. / SARAVANOS, B. | Emerald Group Publishing | 1950