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    Quantitative Characterization Method for the Microcontacts and Macrocontacts of Two-Dimensional Granular Materials

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 004
    Author:
    Guan Yanpeng;Liu Xiaoli;Wang Enzhi;Wang Shanyong;Wang Sijing;Zhong Jianwen
    DOI: 10.1061/(ASCE)GM.1943-5622.0001099
    Publisher: American Society of Civil Engineers
    Abstract: This article puts forward a quantified characterization method of micro- and macrocontacts of granular materials. The microcontact is defined as the contact surface with two voids in its two ends. The macrocontact is defined as a sequence that is composed of microcontacts and satisfies the condition of a one-dimensional manifold. The two dual geometrical systems can be extracted from the granular assembly. The edges and paths in the solid-cell system can realize the quantified topological characterization of the micro- and macrocontacts. For cemented granular materials, each crack can be treated as a gaping contact. The contact characterization can be used to visualize the cracks in the simulation results of the discrete-element method (DEM). The shortest-path algorithm can help judge if there is a macrocrack in the numerical specimen and acquire the quantified failure route. The contact force of an arbitrary macrocontact can be calculated by the vector addition of the force on the particle contacts that compose it.
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      Quantitative Characterization Method for the Microcontacts and Macrocontacts of Two-Dimensional Granular Materials

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    contributor authorGuan Yanpeng;Liu Xiaoli;Wang Enzhi;Wang Shanyong;Wang Sijing;Zhong Jianwen
    date accessioned2019-02-26T07:58:30Z
    date available2019-02-26T07:58:30Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001099.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250625
    description abstractThis article puts forward a quantified characterization method of micro- and macrocontacts of granular materials. The microcontact is defined as the contact surface with two voids in its two ends. The macrocontact is defined as a sequence that is composed of microcontacts and satisfies the condition of a one-dimensional manifold. The two dual geometrical systems can be extracted from the granular assembly. The edges and paths in the solid-cell system can realize the quantified topological characterization of the micro- and macrocontacts. For cemented granular materials, each crack can be treated as a gaping contact. The contact characterization can be used to visualize the cracks in the simulation results of the discrete-element method (DEM). The shortest-path algorithm can help judge if there is a macrocrack in the numerical specimen and acquire the quantified failure route. The contact force of an arbitrary macrocontact can be calculated by the vector addition of the force on the particle contacts that compose it.
    publisherAmerican Society of Civil Engineers
    titleQuantitative Characterization Method for the Microcontacts and Macrocontacts of Two-Dimensional Granular Materials
    typeJournal Paper
    journal volume18
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001099
    page4018016
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 004
    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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