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    Boundary Element Simulation of Size Effect for Quasi-Brittle Materials by Using One-Size Specimen

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 004
    Author:
    Qingyuan Meng
    ,
    Tong Zhang
    ,
    Shanyi Du
    DOI: 10.1061/(ASCE)0733-9399(2001)127:4(387)
    Publisher: American Society of Civil Engineers
    Abstract: A multizone nonlinear boundary element method is used to simulate the size effect of quasi-brittle materials that are modeled as randomly dispersed particulate composites with randomly distributed microcracks located between the particles and matrix. Usually a series of geometrically similar specimens are used to describe the size effect of materials. In this paper, a one-size specimen method for determining the fracture energy
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      Boundary Element Simulation of Size Effect for Quasi-Brittle Materials by Using One-Size Specimen

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/85368
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    contributor authorQingyuan Meng
    contributor authorTong Zhang
    contributor authorShanyi Du
    date accessioned2017-05-08T22:39:32Z
    date available2017-05-08T22:39:32Z
    date copyrightApril 2001
    date issued2001
    identifier other%28asce%290733-9399%282001%29127%3A4%28387%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85368
    description abstractA multizone nonlinear boundary element method is used to simulate the size effect of quasi-brittle materials that are modeled as randomly dispersed particulate composites with randomly distributed microcracks located between the particles and matrix. Usually a series of geometrically similar specimens are used to describe the size effect of materials. In this paper, a one-size specimen method for determining the fracture energy
    publisherAmerican Society of Civil Engineers
    titleBoundary Element Simulation of Size Effect for Quasi-Brittle Materials by Using One-Size Specimen
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2001)127:4(387)
    treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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