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    On the Dynamic Response of Disordered Composites

    Source: Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 002::page 511
    Author:
    J. J. McCoy
    DOI: 10.1115/1.3423014
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A formulation is obtained that is to be satisfied by the mean (i.e., statistical averaged) field quantities in a statistical sample of heterogeneous, linearly elastic solids. Inertia effects are included in the analysis. A low frequency-long wavelength theory is extracted from the general formulation as an approximation to be used when spatial variations of the mean field quantities are slow relative to spatial variations of the material properties of the inhomogeneous solids. The temporal variations are restricted to slow variations on a time scale defined by the spatial variations of material properties and a characteristic wave speed. The predictions of the low frequency-long wavelength theory can be given a purely deterministic interpretation. Some aspects of the latter formulation are investigated. In particular, it is shown that the infinite wavelength limit reduces to an effective modulus theory. The effective elastic moduli tensor is identical to one that is obtained on ignoring inertia effects from the outset; the mass density to be used is the “averaged” mass density. By retaining correction terms it is then shown that elastic wave propagation will always exhibit both dispersion and decay over large enough propagation distances.
    keyword(s): Composite materials , Dynamic response , Wavelength , Solids , Density , Inertia (Mechanics) , Materials properties , Tensors , Approximation , Waves , Elastic waves AND Elastic moduli ,
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      On the Dynamic Response of Disordered Composites

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    contributor authorJ. J. McCoy
    date accessioned2017-05-09T01:35:57Z
    date available2017-05-09T01:35:57Z
    date copyrightJune, 1973
    date issued1973
    identifier issn0021-8936
    identifier otherJAMCAV-25982#511_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/163495
    description abstractA formulation is obtained that is to be satisfied by the mean (i.e., statistical averaged) field quantities in a statistical sample of heterogeneous, linearly elastic solids. Inertia effects are included in the analysis. A low frequency-long wavelength theory is extracted from the general formulation as an approximation to be used when spatial variations of the mean field quantities are slow relative to spatial variations of the material properties of the inhomogeneous solids. The temporal variations are restricted to slow variations on a time scale defined by the spatial variations of material properties and a characteristic wave speed. The predictions of the low frequency-long wavelength theory can be given a purely deterministic interpretation. Some aspects of the latter formulation are investigated. In particular, it is shown that the infinite wavelength limit reduces to an effective modulus theory. The effective elastic moduli tensor is identical to one that is obtained on ignoring inertia effects from the outset; the mass density to be used is the “averaged” mass density. By retaining correction terms it is then shown that elastic wave propagation will always exhibit both dispersion and decay over large enough propagation distances.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOn the Dynamic Response of Disordered Composites
    typeJournal Paper
    journal volume40
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3423014
    journal fristpage511
    journal lastpage517
    identifier eissn1528-9036
    keywordsComposite materials
    keywordsDynamic response
    keywordsWavelength
    keywordsSolids
    keywordsDensity
    keywordsInertia (Mechanics)
    keywordsMaterials properties
    keywordsTensors
    keywordsApproximation
    keywordsWaves
    keywordsElastic waves AND Elastic moduli
    treeJournal of Applied Mechanics:;1973:;volume( 040 ):;issue: 002
    contenttypeFulltext
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