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    Orthotropic Localizing Gradient Damage Model for Timber Based on an Extended Hashin Failure Criterion

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 012::page 04025082-1
    Author:
    Shala, Shqipron
    ,
    Waisman, Haim
    DOI: 10.1061/JENMDT.EMENG-8278
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper presents a new approach to the quasi-brittle damage analysis of timber due to quasi-static tensile and shear loading. The proposed model is developed by utilizing the localized gradient approach from continuum damage theory. The model ...
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      Orthotropic Localizing Gradient Damage Model for Timber Based on an Extended Hashin Failure Criterion

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311288
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    contributor authorShala, Shqipron
    contributor authorWaisman, Haim
    date accessioned2026-08-20T10:48:36Z
    date available2026-08-20T10:48:36Z
    date copyright2025/10/10
    date issued2025
    identifier otherJENMDT.EMENG-8278.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311288
    description abstractAbstractThis paper presents a new approach to the quasi-brittle damage analysis of timber due to quasi-static tensile and shear loading. The proposed model is developed by utilizing the localized gradient approach from continuum damage theory. The model ...
    publisherAmerican Society of Civil Engineers
    titleOrthotropic Localizing Gradient Damage Model for Timber Based on an Extended Hashin Failure Criterion
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-8278
    journal fristpage04025082-1
    journal lastpage04025082-21
    page21
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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