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    Failure of the Asphalt–Aggregate Interface under Tensile Stress: Insight from Molecular Dynamics

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003::page 04021008-1
    Author:
    Zhao Du
    ,
    Xingyi Zhu
    ,
    Feng Li
    ,
    Siqi Zhou
    ,
    Ziwei Dai
    DOI: 10.1061/(ASCE)MT.1943-5533.0003601
    Publisher: ASCE
    Abstract: Interfacial strength between asphalt binder and aggregate plays a vital role in maintaining the mechanical integrity of asphalt mixture. Given the lack of accurate testing instruments for the interaction of asphalt–aggregate interface, the adhesive interaction and failure evolution occurring at this interface has not been fully understood. In this study, molecular dynamics (MD) simulation was utilized to elucidate the mechanical and deformation behavior of the asphalt–aggregate interface under tensile stress from the atomic perspective. The interface system was constructed with a 12-component asphalt molecular model bonding on a silica substrate. This asphalt molecular model, combining the polymer consistent force field (PCFF) adopted to describe the inter-/intra-action of the system, was first validated. A stress-separation law of this interface can be obtained by tracing the atomic force during the tensile process. From this stress-separation law, the interfacial strength and work of adhesion can be derived. The influences of model size, loading rate, asphalt film thickness, and moisture were investigated. It was found that the interfacial failure type transfers from adhesive failure to cohesive failure as the loading rate decreases to a certain level. Moreover, the interfacial strength is highly associated with the failure type. The interfacial strength of the adhesive failure is about five times that of the cohesive failure, which demonstrates the traditional method of improving the adhesion performance of asphalt on aggregate through increasing its viscosity from the aspect of atomic modeling. Furthermore, the water molecules absorbed at the interface are crucial to the durability of the asphalt–aggregate system. This study provides deep insight into the interfacial failure of the asphalt–aggregate system and could serve as an initial step in multiscale modeling using bottom-up approaches for asphalt mixture.
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      Failure of the Asphalt–Aggregate Interface under Tensile Stress: Insight from Molecular Dynamics

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269908
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    • Journal of Materials in Civil Engineering

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    contributor authorZhao Du
    contributor authorXingyi Zhu
    contributor authorFeng Li
    contributor authorSiqi Zhou
    contributor authorZiwei Dai
    date accessioned2022-01-31T23:32:39Z
    date available2022-01-31T23:32:39Z
    date issued3/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003601.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269908
    description abstractInterfacial strength between asphalt binder and aggregate plays a vital role in maintaining the mechanical integrity of asphalt mixture. Given the lack of accurate testing instruments for the interaction of asphalt–aggregate interface, the adhesive interaction and failure evolution occurring at this interface has not been fully understood. In this study, molecular dynamics (MD) simulation was utilized to elucidate the mechanical and deformation behavior of the asphalt–aggregate interface under tensile stress from the atomic perspective. The interface system was constructed with a 12-component asphalt molecular model bonding on a silica substrate. This asphalt molecular model, combining the polymer consistent force field (PCFF) adopted to describe the inter-/intra-action of the system, was first validated. A stress-separation law of this interface can be obtained by tracing the atomic force during the tensile process. From this stress-separation law, the interfacial strength and work of adhesion can be derived. The influences of model size, loading rate, asphalt film thickness, and moisture were investigated. It was found that the interfacial failure type transfers from adhesive failure to cohesive failure as the loading rate decreases to a certain level. Moreover, the interfacial strength is highly associated with the failure type. The interfacial strength of the adhesive failure is about five times that of the cohesive failure, which demonstrates the traditional method of improving the adhesion performance of asphalt on aggregate through increasing its viscosity from the aspect of atomic modeling. Furthermore, the water molecules absorbed at the interface are crucial to the durability of the asphalt–aggregate system. This study provides deep insight into the interfacial failure of the asphalt–aggregate system and could serve as an initial step in multiscale modeling using bottom-up approaches for asphalt mixture.
    publisherASCE
    titleFailure of the Asphalt–Aggregate Interface under Tensile Stress: Insight from Molecular Dynamics
    typeJournal Paper
    journal volume33
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003601
    journal fristpage04021008-1
    journal lastpage04021008-13
    page13
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003
    contenttypeFulltext
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