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    Crack Coalescence Morphology in Asphalt Mixtures under Compressive Loading

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010::page 04023373-1
    Author:
    Li Ruan
    ,
    Rong Luo
    ,
    Yong Zheng
    ,
    Derun Zhang
    DOI: 10.1061/JMCEE7.MTENG-15617
    Publisher: ASCE
    Abstract: Cracking coalescence is the linking process of multiple cracks; the ordinary differential and partial differential equations cannot be solved at the crack coalescence positions. To solve these shortcomings, the asphalt mixture ordinary state–based peridynamic (OSB-PD) numerical model was established to simulate the crack coalescence in AC-13, AC-20, and PAC-13 asphalt mixtures. The simulated crack trajectories expressed that the wing crack, the branched crack of splitting, and diagonal cracks can coalesce to develop into a connected crack network. The random distribution crack trajectories constituted nine crack coalescence categories. The fractal dimension (FD) of crack coalescence trajectories ranged from 1.58 to 1.81; it expresses the self-similarity of crack coalescence trajectories. The crack coalescence process included (1) the crack tips moving forward, (2) the crack tips contacting each other, and (3) the crack tips connecting together.
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      Crack Coalescence Morphology in Asphalt Mixtures under Compressive Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293864
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    contributor authorLi Ruan
    contributor authorRong Luo
    contributor authorYong Zheng
    contributor authorDerun Zhang
    date accessioned2023-11-27T23:49:02Z
    date available2023-11-27T23:49:02Z
    date issued7/31/2023 12:00:00 AM
    date issued2023-07-31
    identifier otherJMCEE7.MTENG-15617.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293864
    description abstractCracking coalescence is the linking process of multiple cracks; the ordinary differential and partial differential equations cannot be solved at the crack coalescence positions. To solve these shortcomings, the asphalt mixture ordinary state–based peridynamic (OSB-PD) numerical model was established to simulate the crack coalescence in AC-13, AC-20, and PAC-13 asphalt mixtures. The simulated crack trajectories expressed that the wing crack, the branched crack of splitting, and diagonal cracks can coalesce to develop into a connected crack network. The random distribution crack trajectories constituted nine crack coalescence categories. The fractal dimension (FD) of crack coalescence trajectories ranged from 1.58 to 1.81; it expresses the self-similarity of crack coalescence trajectories. The crack coalescence process included (1) the crack tips moving forward, (2) the crack tips contacting each other, and (3) the crack tips connecting together.
    publisherASCE
    titleCrack Coalescence Morphology in Asphalt Mixtures under Compressive Loading
    typeJournal Article
    journal volume35
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15617
    journal fristpage04023373-1
    journal lastpage04023373-11
    page11
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010
    contenttypeFulltext
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