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    Effective Elastic Moduli of Two-Dimensional Brittle Solids With Interacting Microcracks, Part I: Basic Formulations

    Source: Journal of Applied Mechanics:;1994:;volume( 061 ):;issue: 002::page 349
    Author:
    J. W. Ju
    ,
    Tsung-Muh Chen
    DOI: 10.1115/1.2901451
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Statistical micromechanical formulations are presented to investigate effective elastic moduli of two-dimensional brittle solids with interacting slit microcracks. The macroscopic stress-strain relations of elastic solids with interacting microcracks are micromechanically derived by taking the ensemble average over all possible realizations which feature the same material microstructural geometry, characteristics, and loading conditions. Approximate analytical solutions of a two-microcrack interaction problem are introduced to account for microcrack interaction among many randomly oriented and located microcracks. The overall elastic-damage compliances of microcrack-weakened brittle solids under uniaxial and biaxial loads are also derived. Therefore, stationary statistical micromechanical formulation is completed. Moreover, some special cases are investigated by using the proposed framework. At variance with existing phenomenological continuum damage models, the proposed framework does not employ any fitted “material parameters. ” “Cleavage 1” microcrack growth and “evolutionary damage models” within the proposed context will be presented in Part II of this series. It is emphasized that microstructural statistical informations are already embedded in the proposed ensemble-averaged equations and, therefore, no Monte Carlo simulations are needed.
    keyword(s): Solids , Brittleness , Elastic moduli , Microcracks , Equations , Geometry , Stress , Engineering simulation AND Stress-strain relations ,
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      Effective Elastic Moduli of Two-Dimensional Brittle Solids With Interacting Microcracks, Part I: Basic Formulations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/113121
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    contributor authorJ. W. Ju
    contributor authorTsung-Muh Chen
    date accessioned2017-05-08T23:43:22Z
    date available2017-05-08T23:43:22Z
    date copyrightJune, 1994
    date issued1994
    identifier issn0021-8936
    identifier otherJAMCAV-26356#349_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113121
    description abstractStatistical micromechanical formulations are presented to investigate effective elastic moduli of two-dimensional brittle solids with interacting slit microcracks. The macroscopic stress-strain relations of elastic solids with interacting microcracks are micromechanically derived by taking the ensemble average over all possible realizations which feature the same material microstructural geometry, characteristics, and loading conditions. Approximate analytical solutions of a two-microcrack interaction problem are introduced to account for microcrack interaction among many randomly oriented and located microcracks. The overall elastic-damage compliances of microcrack-weakened brittle solids under uniaxial and biaxial loads are also derived. Therefore, stationary statistical micromechanical formulation is completed. Moreover, some special cases are investigated by using the proposed framework. At variance with existing phenomenological continuum damage models, the proposed framework does not employ any fitted “material parameters. ” “Cleavage 1” microcrack growth and “evolutionary damage models” within the proposed context will be presented in Part II of this series. It is emphasized that microstructural statistical informations are already embedded in the proposed ensemble-averaged equations and, therefore, no Monte Carlo simulations are needed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffective Elastic Moduli of Two-Dimensional Brittle Solids With Interacting Microcracks, Part I: Basic Formulations
    typeJournal Paper
    journal volume61
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2901451
    journal fristpage349
    journal lastpage357
    identifier eissn1528-9036
    keywordsSolids
    keywordsBrittleness
    keywordsElastic moduli
    keywordsMicrocracks
    keywordsEquations
    keywordsGeometry
    keywordsStress
    keywordsEngineering simulation AND Stress-strain relations
    treeJournal of Applied Mechanics:;1994:;volume( 061 ):;issue: 002
    contenttypeFulltext
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