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    Modification Mechanism of MWCNTs and SBS Composite-Modified Asphalt Binder: Laboratory Investigation and Molecular Dynamic Simulation

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009::page 04024279-1
    Author:
    Guihai Nie
    ,
    Wenke Huang
    ,
    Kuanghuai Wu
    ,
    Xu Cai
    ,
    Jiandong Huang
    ,
    Jiawen Xie
    ,
    Yuqi Zheng
    DOI: 10.1061/JMCEE7.MTENG-17398
    Publisher: American Society of Civil Engineers
    Abstract: Carbon nanotube (CNT) is a material with high modulus, high tensile strength, good flexibility and large specific surface area. This material has become very popular and has been also applied as an asphalt modifier. In the current research, multi-walled carbon nanotubes (MWCNTs) and styrene-butadiene-styrene (SBS) were employed as modifiers to fabricate MWCNTs/SBS composite-modified asphalt binder (hereinafter referred to as MCSA). The technical performance of MCSA was evaluated by performance tests and the optimal content of MWCNTs was determined. MCSA dispersion characteristics and interactions of components were investigated by microscopic test methods. Interactions of molecules and tensile behavior of MWCNTs in MCSA were explored by molecular dynamics (MD) simulation. The modification mechanism of MWCNTs was studied at the macro, micro and molecular levels. The following conclusions were drawn: According to macroscopic test results, the optimal content range of MWCNTs was 0.4% to 0.6%. MWCNTs modification process on asphalt binder was a physical modification. MWCNTs enhanced interactions among components and this effect was most obvious when MWCNTs content was 0.6%. The results of the macroscopic test were verified by the microscopic test. MWCNTs molecules could couple with SBS modifier as well as asphalt component molecules, thereby enhancing the interaction of each component in the system. MWCNTs mainly enhanced molecular interactions by increasing van der Waals energy in MCSA system, to make it more stable. MWCNTs do not break during the pull-out process. The molecules of asphalt component, SBS modifier and MWCNTs penetrated each other, which enhanced system stability to resist external loads and improved the mechanical properties of MCSA.
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      Modification Mechanism of MWCNTs and SBS Composite-Modified Asphalt Binder: Laboratory Investigation and Molecular Dynamic Simulation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299220
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    contributor authorGuihai Nie
    contributor authorWenke Huang
    contributor authorKuanghuai Wu
    contributor authorXu Cai
    contributor authorJiandong Huang
    contributor authorJiawen Xie
    contributor authorYuqi Zheng
    date accessioned2024-12-24T10:36:03Z
    date available2024-12-24T10:36:03Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17398.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299220
    description abstractCarbon nanotube (CNT) is a material with high modulus, high tensile strength, good flexibility and large specific surface area. This material has become very popular and has been also applied as an asphalt modifier. In the current research, multi-walled carbon nanotubes (MWCNTs) and styrene-butadiene-styrene (SBS) were employed as modifiers to fabricate MWCNTs/SBS composite-modified asphalt binder (hereinafter referred to as MCSA). The technical performance of MCSA was evaluated by performance tests and the optimal content of MWCNTs was determined. MCSA dispersion characteristics and interactions of components were investigated by microscopic test methods. Interactions of molecules and tensile behavior of MWCNTs in MCSA were explored by molecular dynamics (MD) simulation. The modification mechanism of MWCNTs was studied at the macro, micro and molecular levels. The following conclusions were drawn: According to macroscopic test results, the optimal content range of MWCNTs was 0.4% to 0.6%. MWCNTs modification process on asphalt binder was a physical modification. MWCNTs enhanced interactions among components and this effect was most obvious when MWCNTs content was 0.6%. The results of the macroscopic test were verified by the microscopic test. MWCNTs molecules could couple with SBS modifier as well as asphalt component molecules, thereby enhancing the interaction of each component in the system. MWCNTs mainly enhanced molecular interactions by increasing van der Waals energy in MCSA system, to make it more stable. MWCNTs do not break during the pull-out process. The molecules of asphalt component, SBS modifier and MWCNTs penetrated each other, which enhanced system stability to resist external loads and improved the mechanical properties of MCSA.
    publisherAmerican Society of Civil Engineers
    titleModification Mechanism of MWCNTs and SBS Composite-Modified Asphalt Binder: Laboratory Investigation and Molecular Dynamic Simulation
    typeJournal Article
    journal volume36
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17398
    journal fristpage04024279-1
    journal lastpage04024279-16
    page16
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 009
    contenttypeFulltext
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