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    Contact Overlap Calculation Algorithms and Benchmarks Based on Blocky Discrete-Element Method

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012::page 04022227
    Author:
    Guang-Yu Liu
    ,
    Wen-Jie Xu
    ,
    Qian Zhou
    ,
    Xiao-Long Zhang
    DOI: 10.1061/(ASCE)GM.1943-5622.0002572
    Publisher: ASCE
    Abstract: The mechanical response of granular materials has been investigated widely using discontinuous modeling, such as the discrete-element method (DEM). Contact detection and contact resolution have been critical issues when modeling multiple body contacts, especially for arbitrary polyhedral blocks. In this study, the contact overlap calculation algorithms, including polyhedron–polyhedron and polyhedron–boundary contact, were developed to calculate the contact characteristics. For polyhedron–polyhedron contact, the contact overlap volume algorithm is developed based on the geometric dualization theory. The Gilbert–Johnson–Keerthi (GJK) and Quickhull algorithms are used to calculate the overlap polyhedron. The contact characteristics, such as normal direction (n), contact area (a), and penetration depth (un) could be extracted from the contact overlap volume. For polyhedron–boundary contact, a novel and effective algorithm is presented, where the polyhedron–boundary contact is transformed into polyhedron–triangle contact. Then, two types of benchmarks are used to verify the previously mentioned algorithms, which demonstrated that the algorithms could handle the complicated contact types and maintained contact continuity even from face to edge contact. As a complex benchmark, the failure process in a masonry structure is simulated and compared with the model test.
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      Contact Overlap Calculation Algorithms and Benchmarks Based on Blocky Discrete-Element Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4289130
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    contributor authorGuang-Yu Liu
    contributor authorWen-Jie Xu
    contributor authorQian Zhou
    contributor authorXiao-Long Zhang
    date accessioned2023-04-07T00:29:29Z
    date available2023-04-07T00:29:29Z
    date issued2022/12/01
    identifier other%28ASCE%29GM.1943-5622.0002572.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289130
    description abstractThe mechanical response of granular materials has been investigated widely using discontinuous modeling, such as the discrete-element method (DEM). Contact detection and contact resolution have been critical issues when modeling multiple body contacts, especially for arbitrary polyhedral blocks. In this study, the contact overlap calculation algorithms, including polyhedron–polyhedron and polyhedron–boundary contact, were developed to calculate the contact characteristics. For polyhedron–polyhedron contact, the contact overlap volume algorithm is developed based on the geometric dualization theory. The Gilbert–Johnson–Keerthi (GJK) and Quickhull algorithms are used to calculate the overlap polyhedron. The contact characteristics, such as normal direction (n), contact area (a), and penetration depth (un) could be extracted from the contact overlap volume. For polyhedron–boundary contact, a novel and effective algorithm is presented, where the polyhedron–boundary contact is transformed into polyhedron–triangle contact. Then, two types of benchmarks are used to verify the previously mentioned algorithms, which demonstrated that the algorithms could handle the complicated contact types and maintained contact continuity even from face to edge contact. As a complex benchmark, the failure process in a masonry structure is simulated and compared with the model test.
    publisherASCE
    titleContact Overlap Calculation Algorithms and Benchmarks Based on Blocky Discrete-Element Method
    typeJournal Article
    journal volume22
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002572
    journal fristpage04022227
    journal lastpage04022227_14
    page14
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012
    contenttypeFulltext
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