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    Development of Nailed Wood Joint Element in ABAQUS

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author:
    Jian Xu
    ,
    J. Daniel Dolan
    DOI: 10.1061/(ASCE)ST.1943-541X.0000030
    Publisher: American Society of Civil Engineers
    Abstract: Testing showed that the hysteretic behavior of nailed wood joints governs the response of many wood systems when subjected to lateral loadings. Unfortunately, commercially available software does not have the appropriate hysteretic element for a nailed wood joint, and the accuracy and versatility of the previously developed nail joint elements are not satisfactory. A general hysteretic model, Bouc-Wen-Barer-Wen, was modified to represent the hysteretic behavior of a nailed joint, in which the hysteretic constitutive law is characterized by a series of ordinary differential equations. It can produce versatile and smoothly varying hysteresis curves, is nonlinear, history dependent, and includes stiffness and strength degradation, and pinching. Based on the test data, the suitable parameters for different joint configurations can be estimated through genetic algorithms. This model was embedded in commercially available software, ABAQUS/Standard (Version 6.5), as a user-defined element which accounted for the coupling property of the nail joint action. A detailed shear wall was modeled and analyzed, and the results agreed well with the test data.
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      Development of Nailed Wood Joint Element in ABAQUS

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    contributor authorJian Xu
    contributor authorJ. Daniel Dolan
    date accessioned2017-05-08T21:58:48Z
    date available2017-05-08T21:58:48Z
    date copyrightAugust 2009
    date issued2009
    identifier other%28asce%29st%2E1943-541x%2E0000071.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67914
    description abstractTesting showed that the hysteretic behavior of nailed wood joints governs the response of many wood systems when subjected to lateral loadings. Unfortunately, commercially available software does not have the appropriate hysteretic element for a nailed wood joint, and the accuracy and versatility of the previously developed nail joint elements are not satisfactory. A general hysteretic model, Bouc-Wen-Barer-Wen, was modified to represent the hysteretic behavior of a nailed joint, in which the hysteretic constitutive law is characterized by a series of ordinary differential equations. It can produce versatile and smoothly varying hysteresis curves, is nonlinear, history dependent, and includes stiffness and strength degradation, and pinching. Based on the test data, the suitable parameters for different joint configurations can be estimated through genetic algorithms. This model was embedded in commercially available software, ABAQUS/Standard (Version 6.5), as a user-defined element which accounted for the coupling property of the nail joint action. A detailed shear wall was modeled and analyzed, and the results agreed well with the test data.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of Nailed Wood Joint Element in ABAQUS
    typeJournal Paper
    journal volume135
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000030
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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