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    Method for Resolving Contact Indeterminacy in Three-Dimensional Discontinuous Deformation Analysis

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 010
    Author:
    Zhang Hong;Liu Shu-guang;Zheng Lu;Zhu He-hua;Zhuang Xiao-ying;Zhang Ying-bin;Wu Yan-qiang
    DOI: 10.1061/(ASCE)GM.1943-5622.0001259
    Publisher: American Society of Civil Engineers
    Abstract: Because of the nonlinearity nature of contacts, real contact information in discontinuous computation is unknown before analysis. In standard three-dimensional (3D) discontinuous deformation analysis (3D DDA), the indeterminacies of the contacts arise from two aspects: the singular block boundaries and the nonsmooth frictional behavior. Because the contact occurs only at the first entrance position, the first entrance theory is the general physical law of block contacts. Therefore, the first entrance approach is proposed in this study to select the first entrance plane and to evaluate the related first entrance points, along which the contact forces would be applied. Furthermore, the procedure and criteria of the open-close iteration (OCI) for the 3D frictional contact problem is presented to determine the most suitable status and force of each contact. With this rigorous method, the information of each contact can be determined, such that the two kinds of the contact indeterminacies are resolved. The effectiveness of the proposed method is verified by three numerical tests, suggesting that the proposed method works at a practical level in accuracy and robustness.
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      Method for Resolving Contact Indeterminacy in Three-Dimensional Discontinuous Deformation Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4248938
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    contributor authorZhang Hong;Liu Shu-guang;Zheng Lu;Zhu He-hua;Zhuang Xiao-ying;Zhang Ying-bin;Wu Yan-qiang
    date accessioned2019-02-26T07:43:27Z
    date available2019-02-26T07:43:27Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001259.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248938
    description abstractBecause of the nonlinearity nature of contacts, real contact information in discontinuous computation is unknown before analysis. In standard three-dimensional (3D) discontinuous deformation analysis (3D DDA), the indeterminacies of the contacts arise from two aspects: the singular block boundaries and the nonsmooth frictional behavior. Because the contact occurs only at the first entrance position, the first entrance theory is the general physical law of block contacts. Therefore, the first entrance approach is proposed in this study to select the first entrance plane and to evaluate the related first entrance points, along which the contact forces would be applied. Furthermore, the procedure and criteria of the open-close iteration (OCI) for the 3D frictional contact problem is presented to determine the most suitable status and force of each contact. With this rigorous method, the information of each contact can be determined, such that the two kinds of the contact indeterminacies are resolved. The effectiveness of the proposed method is verified by three numerical tests, suggesting that the proposed method works at a practical level in accuracy and robustness.
    publisherAmerican Society of Civil Engineers
    titleMethod for Resolving Contact Indeterminacy in Three-Dimensional Discontinuous Deformation Analysis
    typeJournal Paper
    journal volume18
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001259
    page4018130
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 010
    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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