BUCKLING ANALYSIS OF ELASTICALLY CONSTRAINED STIFFENED CONICAL SHELLS UNDER HYDROSTATIC PRESSURE BY THE COLLOCATION METHOD.

A. Shalev, M. Baruch, Eliahu Nissim

    Research output: Contribution to journalArticlepeer-review

    Abstract

    It is shown that for a given short conical shell stiffened by ″strong″ stringers and rings, there exists a characteristic variation of the buckling load with the stiffness of the boundaries. This variation is similar to that of the unstiffened shell. The normal constraint has the largest influence on the buckling resistance, exceeding the circumferential constraint, and overshadowing the longitudinal constraint. The stringers become more effective as the boundary conditions become stronger. Refs.

    Original languageEnglish
    Pages (from-to)75-87
    Number of pages13
    JournalIsr J Technol
    Volume11
    Issue number1-2
    StatePublished - 1973

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