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    Bending of Nonsymmetric Sandwich Beams with Transversely Flexible Core

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 009
    Author:
    Y. Frostig
    ,
    M. Baruch
    ,
    O. Vilnay
    ,
    I. Sheinman
    DOI: 10.1061/(ASCE)0733-9399(1991)117:9(1931)
    Publisher: American Society of Civil Engineers
    Abstract: The bending behavior of an unsymmetrical sandwich beam with a flexible, foam‐type core is investigated analytically. The beam consists of different skins, upper and lower, metallic or composite‐laminated, and a soft core. The analysis includes the effects of the flexibility of the core, in the vertical direction, on the bending behavior of the skins, as well as on the overall behavior. The behavior of the beam is a superposition of two substructures; the first one is a beam in which the height of the core remains unchanged while shear effects are included; and the second one is a beam in which the height of the core is not kept and is free of shear stresses. The superposition loads and locations that should be applied to each substructure are determined analytically. The proposed analysis is general and applicable to any type of loading, distributed or concentrated, and allows the loads to be located either at the upper or the lower skins, or at both, yielding different behaviors. The characteristics of the overall behavior, particularly the peeling and the shear stresses between the skins and the core, are studied.
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      Bending of Nonsymmetric Sandwich Beams with Transversely Flexible Core

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83557
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    contributor authorY. Frostig
    contributor authorM. Baruch
    contributor authorO. Vilnay
    contributor authorI. Sheinman
    date accessioned2017-05-08T22:36:26Z
    date available2017-05-08T22:36:26Z
    date copyrightSeptember 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A9%281931%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83557
    description abstractThe bending behavior of an unsymmetrical sandwich beam with a flexible, foam‐type core is investigated analytically. The beam consists of different skins, upper and lower, metallic or composite‐laminated, and a soft core. The analysis includes the effects of the flexibility of the core, in the vertical direction, on the bending behavior of the skins, as well as on the overall behavior. The behavior of the beam is a superposition of two substructures; the first one is a beam in which the height of the core remains unchanged while shear effects are included; and the second one is a beam in which the height of the core is not kept and is free of shear stresses. The superposition loads and locations that should be applied to each substructure are determined analytically. The proposed analysis is general and applicable to any type of loading, distributed or concentrated, and allows the loads to be located either at the upper or the lower skins, or at both, yielding different behaviors. The characteristics of the overall behavior, particularly the peeling and the shear stresses between the skins and the core, are studied.
    publisherAmerican Society of Civil Engineers
    titleBending of Nonsymmetric Sandwich Beams with Transversely Flexible Core
    typeJournal Paper
    journal volume117
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:9(1931)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 009
    contenttypeFulltext
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