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    Microstructural Modeling for Elastic Moduli of Bonded Granules

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Ching S. Chang
    ,
    Qing S. Shi
    ,
    Han Zhu
    DOI: 10.1061/(ASCE)0733-9399(1999)125:6(648)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a microgranular mechanics approach is used to derive an expression for the elastic moduli of an assembly of bonded granulates, based on the response of two particles that are connected by an elastic binder. The derived modulus is a function of the particle/binder modulus, the particle size, the binder thickness, the binder width, the assembly coordination number, the binder content, and the porosity. To demonstrate its applicability, the predicted range of the modulus using the derived model is compared with that measured from experiments. The difference between this method and the traditional homogenization models will be discussed.
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      Microstructural Modeling for Elastic Moduli of Bonded Granules

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85009
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    contributor authorChing S. Chang
    contributor authorQing S. Shi
    contributor authorHan Zhu
    date accessioned2017-05-08T22:38:57Z
    date available2017-05-08T22:38:57Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A6%28648%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85009
    description abstractIn this paper, a microgranular mechanics approach is used to derive an expression for the elastic moduli of an assembly of bonded granulates, based on the response of two particles that are connected by an elastic binder. The derived modulus is a function of the particle/binder modulus, the particle size, the binder thickness, the binder width, the assembly coordination number, the binder content, and the porosity. To demonstrate its applicability, the predicted range of the modulus using the derived model is compared with that measured from experiments. The difference between this method and the traditional homogenization models will be discussed.
    publisherAmerican Society of Civil Engineers
    titleMicrostructural Modeling for Elastic Moduli of Bonded Granules
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:6(648)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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