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    Discontinuous Deformation Analysis with Potential Contact Forces

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 010
    Author:
    Dongdong Xu
    ,
    Aiqing Wu
    ,
    Yongjin Wu
    DOI: 10.1061/(ASCE)GM.1943-5622.0001496
    Publisher: American Society of Civil Engineers
    Abstract: In conventional discontinuous deformation analysis (DDA), the procedure called open–close iteration is adopted to enforce the contact condition, which needs to repeatedly fix and remove the artificial springs between blocks in contact to determine real contact states. The open–close iteration belongs to the category of trial-and-error methods, in which convergence cannot be always guaranteed. Meanwhile, the contact force is treated as concentrated force, leading to the difficulties in determining the shear strength from cohesion and stresses in the contact area. The so-called potential contact force concept adopted in the combined finite-element method and discrete-element method (FEM-DEM) has been proved efficient and robust. In the FEM-DEM the contact force is treated as a distributed contact force, which is more realistic and was utilized in this study to tackle contacts. A major advantage over the conventional DDA lies in the elimination of the need to handle singular contact types that would incur huge difficulties in three-dimensional simulations. Therefore, a contact potential–based DDA (CPDDA) was developed by introducing potential contact forces. Some typical examples, including those originally designed by the DDA inventor, are reanalyzed, proving the feasibility of CPDDA.
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      Discontinuous Deformation Analysis with Potential Contact Forces

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4260397
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    • International Journal of Geomechanics

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    contributor authorDongdong Xu
    contributor authorAiqing Wu
    contributor authorYongjin Wu
    date accessioned2019-09-18T10:41:49Z
    date available2019-09-18T10:41:49Z
    date issued2019
    identifier other%28ASCE%29GM.1943-5622.0001496.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260397
    description abstractIn conventional discontinuous deformation analysis (DDA), the procedure called open–close iteration is adopted to enforce the contact condition, which needs to repeatedly fix and remove the artificial springs between blocks in contact to determine real contact states. The open–close iteration belongs to the category of trial-and-error methods, in which convergence cannot be always guaranteed. Meanwhile, the contact force is treated as concentrated force, leading to the difficulties in determining the shear strength from cohesion and stresses in the contact area. The so-called potential contact force concept adopted in the combined finite-element method and discrete-element method (FEM-DEM) has been proved efficient and robust. In the FEM-DEM the contact force is treated as a distributed contact force, which is more realistic and was utilized in this study to tackle contacts. A major advantage over the conventional DDA lies in the elimination of the need to handle singular contact types that would incur huge difficulties in three-dimensional simulations. Therefore, a contact potential–based DDA (CPDDA) was developed by introducing potential contact forces. Some typical examples, including those originally designed by the DDA inventor, are reanalyzed, proving the feasibility of CPDDA.
    publisherAmerican Society of Civil Engineers
    titleDiscontinuous Deformation Analysis with Potential Contact Forces
    typeJournal Paper
    journal volume19
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001496
    page04019114
    treeInternational Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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