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    Nonlinear elastic buckling and postbuckling analysis of cylindrical panels

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    Author
    Zhou, Yang; Stanciulescu, Ilinca; Eason, Thomas; Spottswood, Michael
    Date
    2015
    Abstract
    This paper revisits the buckling analysis of a benchmark cylindrical panel undergoing snap-through when subjected to transverse loads. We show that previous studies either overestimated the buckling load and identified a false buckling mode, or failed to identify all secondary solution branches. Here, a numerical procedure composed of the arclength and branch switching methods is used to identify the full postbuckling response of the panel. Additional bifurcation points and corresponding secondary paths are discovered. Parametric studies of the effect of the rise, thickness, and boundary conditions of the panel on the buckling and postbuckling responses are also performed.
    Citation
    Zhou, Yang, Stanciulescu, Ilinca, Eason, Thomas, et al.. "Nonlinear elastic buckling and postbuckling analysis of cylindrical panels." Finite Elements in Analysis and Design, 96, (2015) Elsevier: 41-50. http://dx.doi.org/10.1016/j.finel.2014.12.001.
    Published Version
    http://dx.doi.org/10.1016/j.finel.2014.12.001
    Keyword
    nonlinear buckling and postbuckling analysis; arclength method; branch-switching method; critical points; secondary paths
    Type
    Journal article
    Publisher
    Elsevier
    Citable link to this page
    https://hdl.handle.net/1911/78926
    Rights
    This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published article is copyrighted by Elsevier.
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    • Civil and Environmental Engineering Publications [179]
    • Faculty Publications [4988]

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    Home | FAQ | Contact Us | Privacy Notice | Accessibility Statement
    Managed by the Digital Scholarship Services at Fondren Library, Rice University
    Physical Address: 6100 Main Street, Houston, Texas 77005
    Mailing Address: MS-44, P.O.BOX 1892, Houston, Texas 77251-1892
    Site Map