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    Effect of Carbon Nanofibers on the Hydration of Ultrahigh-Performance Concrete: Experimental Study and Model Development

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007::page 04024171-1
    Author:
    Mohammad G. Matar
    ,
    Mija H. Hubler
    ,
    Linfei Li
    DOI: 10.1061/JMCEE7.MTENG-16850
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the hydration kinetics of ultrahigh-performance concrete (UHPC) with carbon nanofibers (CNFs) are investigated. According to classic nucleation theory, nanomaterials, such as CNFs applied in cementitious materials, can act as nucleating sites for hydration products, accelerating the hydration process. While the increased surface area governs the hydration reaction rate in classic nucleation theory, test results for CNFs in UHPC have provided the opposite trend. Namely, the addition of CNFs caused retardation of the hydration reaction. This observation could be due to the pretreatment of CNFs: the application of chemical surfactant and the ultrasonic dispersion process (UDP). Due to van der Waal’s forces and the hydrophobic property of the fibers, CNFs tend to bundle together during the mixing stage with cementitious material. The chemical surfactants and UDP are applied to CNFs to avoid this agglomeration and enable dispersion. The selected chemical surfactant, a polycarboxylate-ether-based high-range water reducer (HRWR), has been proven to retard the hydration process. In this study, we find that the UDP further enhances the functionality of the effects of the HRWR, such that the retardation action of the HRWR dominates the hydration kinetics. Different amounts of HRWR and CNFs were used in this study, and their effect on hydration kinetics was studied using an isothermal conduction calorimeter (ICC). The behavior of the modified samples was compared with UHPC controls without any modifications. A new hydration model was developed based on the data collected from the ICC results. This model enables the prediction of the heat production rate as a function of the fineness modulus and the HRWR:CNF ratio (R).
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      Effect of Carbon Nanofibers on the Hydration of Ultrahigh-Performance Concrete: Experimental Study and Model Development

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    contributor authorMohammad G. Matar
    contributor authorMija H. Hubler
    contributor authorLinfei Li
    date accessioned2024-12-24T10:34:21Z
    date available2024-12-24T10:34:21Z
    date copyright7/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-16850.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299171
    description abstractIn this study, the hydration kinetics of ultrahigh-performance concrete (UHPC) with carbon nanofibers (CNFs) are investigated. According to classic nucleation theory, nanomaterials, such as CNFs applied in cementitious materials, can act as nucleating sites for hydration products, accelerating the hydration process. While the increased surface area governs the hydration reaction rate in classic nucleation theory, test results for CNFs in UHPC have provided the opposite trend. Namely, the addition of CNFs caused retardation of the hydration reaction. This observation could be due to the pretreatment of CNFs: the application of chemical surfactant and the ultrasonic dispersion process (UDP). Due to van der Waal’s forces and the hydrophobic property of the fibers, CNFs tend to bundle together during the mixing stage with cementitious material. The chemical surfactants and UDP are applied to CNFs to avoid this agglomeration and enable dispersion. The selected chemical surfactant, a polycarboxylate-ether-based high-range water reducer (HRWR), has been proven to retard the hydration process. In this study, we find that the UDP further enhances the functionality of the effects of the HRWR, such that the retardation action of the HRWR dominates the hydration kinetics. Different amounts of HRWR and CNFs were used in this study, and their effect on hydration kinetics was studied using an isothermal conduction calorimeter (ICC). The behavior of the modified samples was compared with UHPC controls without any modifications. A new hydration model was developed based on the data collected from the ICC results. This model enables the prediction of the heat production rate as a function of the fineness modulus and the HRWR:CNF ratio (R).
    publisherAmerican Society of Civil Engineers
    titleEffect of Carbon Nanofibers on the Hydration of Ultrahigh-Performance Concrete: Experimental Study and Model Development
    typeJournal Article
    journal volume36
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16850
    journal fristpage04024171-1
    journal lastpage04024171-9
    page9
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007
    contenttypeFulltext
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