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    Nonlinear Finite Element Modeling of Crack Behavior in Oriented Strand Board Webbed Wood I-Beams with Openings

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author:
    Z. W. Guan
    ,
    E. C. Zhu
    DOI: 10.1061/(ASCE)0733-9445(2004)130:10(1562)
    Publisher: American Society of Civil Engineers
    Abstract: Openings are necessary in oriented strand board webbed wood I-joists to allow electrical wires/service pipes pass through their webs. Sizes and locations of the opening are variable, which could be crucial in some circumstances. There is a high possibility that crack will grow in high stress/strain areas, especially in tension corners of large size openings with square or rectangular shapes. In this paper, nonlinear three-dimensional finite element models, incorporating with orthotropic elastic and perfectly elasto–plastic material behavior, were developed to simulate crack growth in a beam with openings until it collapses. Removal (model change) techniques in
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      Nonlinear Finite Element Modeling of Crack Behavior in Oriented Strand Board Webbed Wood I-Beams with Openings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34166
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    • Journal of Structural Engineering

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    contributor authorZ. W. Guan
    contributor authorE. C. Zhu
    date accessioned2017-05-08T20:58:51Z
    date available2017-05-08T20:58:51Z
    date copyrightOctober 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A10%281562%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34166
    description abstractOpenings are necessary in oriented strand board webbed wood I-joists to allow electrical wires/service pipes pass through their webs. Sizes and locations of the opening are variable, which could be crucial in some circumstances. There is a high possibility that crack will grow in high stress/strain areas, especially in tension corners of large size openings with square or rectangular shapes. In this paper, nonlinear three-dimensional finite element models, incorporating with orthotropic elastic and perfectly elasto–plastic material behavior, were developed to simulate crack growth in a beam with openings until it collapses. Removal (model change) techniques in
    publisherAmerican Society of Civil Engineers
    titleNonlinear Finite Element Modeling of Crack Behavior in Oriented Strand Board Webbed Wood I-Beams with Openings
    typeJournal Paper
    journal volume130
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:10(1562)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
    contenttypeFulltext
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