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    Axially Loaded Sandwich Panels

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author:
    J. M. Davies
    DOI: 10.1061/(ASCE)0733-9445(1987)113:11(2212)
    Publisher: American Society of Civil Engineers
    Abstract: In recent years there has been a dramatic increase of interest in sandwich cladding panels consisting of metal faces and a rigid foam core. Previous studies have concentrated on the behavior of these panels when subject to bending action due to wind and snow load and under temperature gradient. Comparatively little is known about their behavior under axial compressive load when acting as load‐bearing wall panels. This paper first considers appropriate methods of analysis for sandwich panels subject to combined axial compressive load and bending moment and an exact finite element is derived. Some early and previously unpublished tests are described and the results compared with the theoretical values. It is concluded that great care must be taken in the design of load bearing wall panels because of the interaction between local and global buckling and their sensitivity to eccentricity of load.
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      Axially Loaded Sandwich Panels

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    contributor authorJ. M. Davies
    date accessioned2017-05-08T20:52:14Z
    date available2017-05-08T20:52:14Z
    date copyrightNovember 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A11%282212%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29938
    description abstractIn recent years there has been a dramatic increase of interest in sandwich cladding panels consisting of metal faces and a rigid foam core. Previous studies have concentrated on the behavior of these panels when subject to bending action due to wind and snow load and under temperature gradient. Comparatively little is known about their behavior under axial compressive load when acting as load‐bearing wall panels. This paper first considers appropriate methods of analysis for sandwich panels subject to combined axial compressive load and bending moment and an exact finite element is derived. Some early and previously unpublished tests are described and the results compared with the theoretical values. It is concluded that great care must be taken in the design of load bearing wall panels because of the interaction between local and global buckling and their sensitivity to eccentricity of load.
    publisherAmerican Society of Civil Engineers
    titleAxially Loaded Sandwich Panels
    typeJournal Paper
    journal volume113
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:11(2212)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    contenttypeFulltext
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