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    New Micromechanics Design Theory for Pseudostrain Hardening Cementitious Composite

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Tetsushi Kanda
    ,
    Victor C. Li
    DOI: 10.1061/(ASCE)0733-9399(1999)125:4(373)
    Publisher: American Society of Civil Engineers
    Abstract: The micromechanics design theory has realized random short fiber-reinforced cement composites showing pseudostrain hardening (PSH) behavior with over 5% of strain capacity under tension. Nevertheless, this existing theory currently is limited to specific constituent properties, which does not account for chemical bond and fiber rupture. This article presents a new design theory that eliminates this restriction, achieving fiber rupture type PSH-random short fiber-reinforced cement composites with high-performance hydrophilic fibers like polyvinyl alcohol fibers. Uniaxial tensile tests are conducted employing polyvinyl alcohol fiber composites, the results of which support the validity of the proposed theory. Furthermore, parametric study employing the proposed theory quantitatively evaluates the effects of composite's micromechanics parameters, such as bond strength and fiber strength, on composite performance. This parametric study reveals that continuously increasing the degree of fiber rupture (fiber rupture intensity) enhances the strength performance of composites but not energy performance. However, an optimum rupture intensity exists for maximizing energy performance, which is critical for PSH behavior. The consistency between theoretical predictions and experimental results consequently demonstrates that the proposed theory can be utilized practically as a powerful and comprehensive tool for PSH composite design.
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      New Micromechanics Design Theory for Pseudostrain Hardening Cementitious Composite

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/84970
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    • Journal of Engineering Mechanics

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    contributor authorTetsushi Kanda
    contributor authorVictor C. Li
    date accessioned2017-05-08T22:38:54Z
    date available2017-05-08T22:38:54Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A4%28373%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84970
    description abstractThe micromechanics design theory has realized random short fiber-reinforced cement composites showing pseudostrain hardening (PSH) behavior with over 5% of strain capacity under tension. Nevertheless, this existing theory currently is limited to specific constituent properties, which does not account for chemical bond and fiber rupture. This article presents a new design theory that eliminates this restriction, achieving fiber rupture type PSH-random short fiber-reinforced cement composites with high-performance hydrophilic fibers like polyvinyl alcohol fibers. Uniaxial tensile tests are conducted employing polyvinyl alcohol fiber composites, the results of which support the validity of the proposed theory. Furthermore, parametric study employing the proposed theory quantitatively evaluates the effects of composite's micromechanics parameters, such as bond strength and fiber strength, on composite performance. This parametric study reveals that continuously increasing the degree of fiber rupture (fiber rupture intensity) enhances the strength performance of composites but not energy performance. However, an optimum rupture intensity exists for maximizing energy performance, which is critical for PSH behavior. The consistency between theoretical predictions and experimental results consequently demonstrates that the proposed theory can be utilized practically as a powerful and comprehensive tool for PSH composite design.
    publisherAmerican Society of Civil Engineers
    titleNew Micromechanics Design Theory for Pseudostrain Hardening Cementitious Composite
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:4(373)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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