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    Effective Elastic Moduli of Ribbon-Reinforced Composites

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001::page 158
    Author:
    Y. H. Zhao
    ,
    G. J. Weng
    DOI: 10.1115/1.2888297
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Based on the Eshelby-Mori-Tanaka theory the nine effective elastic constants of an orthotropic composite reinforced with monotonically aligned elliptic cylinders, and the five elastic moduli of a transversely isotropic composite reinforced with two-dimensional randomly-oriented elliptic cylinders, are derived. These moduli are given in terms of the cross-sectional aspect ratio and the volume fraction of the elliptic cylinders. When the aspect ratio approaches zero, the elliptic cylinders exist as thin ribbons, and these moduli are given in very simple, explicit forms as a function of volume fraction. It turns out that, in the transversely isotropic case, the effective elastic moduli of the composite coincide with Hill’s and Hashin’s upper bounds if ribbons are harder than the matrix, and coincide with their lower bounds if ribbons are softer. These results are in direct contrast to those of circular fibers. Since the width of the Hill-Hashin bounds can be very wide when the constituents have high modular ratios, this analysis suggests that the ribbon reinforcement is far more effective than the traditional fiber reinforcement.
    keyword(s): Composite materials , Elastic moduli , Cylinders , Fibers AND Elastic constants ,
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      Effective Elastic Moduli of Ribbon-Reinforced Composites

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    http://yetl.yabesh.ir/yetl1/handle/yetl/106522
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    contributor authorY. H. Zhao
    contributor authorG. J. Weng
    date accessioned2017-05-08T23:31:58Z
    date available2017-05-08T23:31:58Z
    date copyrightMarch, 1990
    date issued1990
    identifier issn0021-8936
    identifier otherJAMCAV-26318#158_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106522
    description abstractBased on the Eshelby-Mori-Tanaka theory the nine effective elastic constants of an orthotropic composite reinforced with monotonically aligned elliptic cylinders, and the five elastic moduli of a transversely isotropic composite reinforced with two-dimensional randomly-oriented elliptic cylinders, are derived. These moduli are given in terms of the cross-sectional aspect ratio and the volume fraction of the elliptic cylinders. When the aspect ratio approaches zero, the elliptic cylinders exist as thin ribbons, and these moduli are given in very simple, explicit forms as a function of volume fraction. It turns out that, in the transversely isotropic case, the effective elastic moduli of the composite coincide with Hill’s and Hashin’s upper bounds if ribbons are harder than the matrix, and coincide with their lower bounds if ribbons are softer. These results are in direct contrast to those of circular fibers. Since the width of the Hill-Hashin bounds can be very wide when the constituents have high modular ratios, this analysis suggests that the ribbon reinforcement is far more effective than the traditional fiber reinforcement.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffective Elastic Moduli of Ribbon-Reinforced Composites
    typeJournal Paper
    journal volume57
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2888297
    journal fristpage158
    journal lastpage167
    identifier eissn1528-9036
    keywordsComposite materials
    keywordsElastic moduli
    keywordsCylinders
    keywordsFibers AND Elastic constants
    treeJournal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001
    contenttypeFulltext
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