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    Fracture Process Zone of Concrete Cracks

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 008
    Author:
    Kyu Zong Cho
    ,
    Albert S. Kobayashi
    ,
    Neil M. Hawkins
    ,
    Donald B. Barker
    ,
    Fure Lin Jeang
    DOI: 10.1061/(ASCE)0733-9399(1984)110:8(1174)
    Publisher: American Society of Civil Engineers
    Abstract: Finite element models of crack‐line wedge‐loaded, double cantilever beam (CLWL‐DCB) fracture specimens were used in their generation mode to evaluate the crack tip opening displacements (CTOD) associated with a fracture process zone preceding the macrocrack tip in such specimens. The crack tip locations of the macrocrack and the fracture process zone were determined experimentally and used as input conditions for these generation analyses. The crack opening resistance along the process zone was then adjusted to achieve consistency in the computed CTOD. This modified finite element model was then used with reasonable success in the propagation analysis of stable crack growth in concrete CLWL‐DCB fracture specimens.
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      Fracture Process Zone of Concrete Cracks

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    contributor authorKyu Zong Cho
    contributor authorAlbert S. Kobayashi
    contributor authorNeil M. Hawkins
    contributor authorDonald B. Barker
    contributor authorFure Lin Jeang
    date accessioned2017-05-08T22:10:42Z
    date available2017-05-08T22:10:42Z
    date copyrightAugust 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A8%281174%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72897
    description abstractFinite element models of crack‐line wedge‐loaded, double cantilever beam (CLWL‐DCB) fracture specimens were used in their generation mode to evaluate the crack tip opening displacements (CTOD) associated with a fracture process zone preceding the macrocrack tip in such specimens. The crack tip locations of the macrocrack and the fracture process zone were determined experimentally and used as input conditions for these generation analyses. The crack opening resistance along the process zone was then adjusted to achieve consistency in the computed CTOD. This modified finite element model was then used with reasonable success in the propagation analysis of stable crack growth in concrete CLWL‐DCB fracture specimens.
    publisherAmerican Society of Civil Engineers
    titleFracture Process Zone of Concrete Cracks
    typeJournal Paper
    journal volume110
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:8(1174)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 008
    contenttypeFulltext
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