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    Molecular Dynamics Simulation and Durability Experiment on Functional GO-Modified Cementitious Composites

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001::page 04023492-1
    Author:
    Xue Meng
    ,
    Qichang Fan
    ,
    Liyu Zhou
    ,
    Zhanpeng Wang
    ,
    Liang Fan
    ,
    Tian Yang
    ,
    Zihao Yu
    ,
    Qingshuo Zeng
    ,
    Dan Meng
    DOI: 10.1061/JMCEE7.MTENG-16422
    Publisher: ASCE
    Abstract: Microscopic characterization and macroscopic specific experiments are combined to explore the influence of functional graphene oxide (GO) on cementitious composites performance. The simulation through molecular dynamics (MD) characterizes the adsorption at the GO/C–S–H interface by analyzing the adsorption energy, radial distribution function (RDF), mean square displacement (MSD) and time correlation function (TCF), and the adsorption morphology of GO by radius of gyration (Rg) and concentration profile, reflecting the interface contact area used to further characterize interfacial bonding. The mechanical properties of mortar were tested, scanning electron microscopy (SEM) observed the mortar interface, and energy dispersive spectroscopy (EDS) calculated the ratio of Ca/Si. The durability of mortar was characterized, showing that the adsorption capacity of GO/C–S–H interface is: GO-C > GO-O > GO-N > GO-S. The GO-C has the strongest adsorption effect, and the interface adsorption effect of GO-S is the weakest. When the functionalized GO incorporation is 0.1%, GO-C can significantly improve the mechanical properties and durability of mortar. The enhancements of GO-O and GO-N are secondary, while GO-S showed the least improvement.
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      Molecular Dynamics Simulation and Durability Experiment on Functional GO-Modified Cementitious Composites

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4297886
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    • Journal of Materials in Civil Engineering

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    contributor authorXue Meng
    contributor authorQichang Fan
    contributor authorLiyu Zhou
    contributor authorZhanpeng Wang
    contributor authorLiang Fan
    contributor authorTian Yang
    contributor authorZihao Yu
    contributor authorQingshuo Zeng
    contributor authorDan Meng
    date accessioned2024-04-27T22:56:29Z
    date available2024-04-27T22:56:29Z
    date issued2024/01/01
    identifier other10.1061-JMCEE7.MTENG-16422.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297886
    description abstractMicroscopic characterization and macroscopic specific experiments are combined to explore the influence of functional graphene oxide (GO) on cementitious composites performance. The simulation through molecular dynamics (MD) characterizes the adsorption at the GO/C–S–H interface by analyzing the adsorption energy, radial distribution function (RDF), mean square displacement (MSD) and time correlation function (TCF), and the adsorption morphology of GO by radius of gyration (Rg) and concentration profile, reflecting the interface contact area used to further characterize interfacial bonding. The mechanical properties of mortar were tested, scanning electron microscopy (SEM) observed the mortar interface, and energy dispersive spectroscopy (EDS) calculated the ratio of Ca/Si. The durability of mortar was characterized, showing that the adsorption capacity of GO/C–S–H interface is: GO-C > GO-O > GO-N > GO-S. The GO-C has the strongest adsorption effect, and the interface adsorption effect of GO-S is the weakest. When the functionalized GO incorporation is 0.1%, GO-C can significantly improve the mechanical properties and durability of mortar. The enhancements of GO-O and GO-N are secondary, while GO-S showed the least improvement.
    publisherASCE
    titleMolecular Dynamics Simulation and Durability Experiment on Functional GO-Modified Cementitious Composites
    typeJournal Article
    journal volume36
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16422
    journal fristpage04023492-1
    journal lastpage04023492-14
    page14
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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