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    Study of the Dispersion, Working, and Mechanical Properties of Carbon Nanotubes in Ultrahigh-Performance Concrete

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024449-1
    Author:
    Jun Liu
    ,
    Guo Luo
    ,
    Tan Li
    ,
    Yijian Zhan
    ,
    Yanyang Li
    DOI: 10.1061/JMCEE7.MTENG-18655
    Publisher: American Society of Civil Engineers
    Abstract: The dispersibility of carbon nanotubes (CNTs) in ultrahigh-performance concrete (UHPC) under different preparation processes was investigated. The dispersion stability, dispersion degree of CNT aggregates, and absorbance of CNT dispersions were measured by static observation, microscope observation, and ultraviolet spectrophotometer. The results showed that compared with adding polycarboxylic acid superplasticizer (SP) after ultrasound, adding SP at the same time as ultrasonic CNT solution obtained a better dispersion of the CNT solution. When the mass ratio of SP to CNT was 1∶1, the dispersion of CNT suspension was the best under 400-W ultrasonic power for 30 min. The flow properties, setting time, and compressive strength of CNT-modified UHPC also were studied. The experimental results show that the flow performance of CNT-UHPC decreases with the increase of CNT content. The condensation time of CNT-UHPC decreases with the increase of CNT content. The addition of 0.1% by weight CNT can improve the compressive strength of UHPC and refine the microstructure of UHPC. In conclusion, the study results can help to improve the dispersion and stability of carbon nanotubes in UHPC and effectively enhance the strength of UHPC adding carbon nanotubes in terms of working performance, mechanical strength, and microscopic morphology.
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      Study of the Dispersion, Working, and Mechanical Properties of Carbon Nanotubes in Ultrahigh-Performance Concrete

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4309739
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    contributor authorJun Liu
    contributor authorGuo Luo
    contributor authorTan Li
    contributor authorYijian Zhan
    contributor authorYanyang Li
    date accessioned2026-02-16T21:47:39Z
    date available2026-02-16T21:47:39Z
    date copyright2025/01/01
    date issued2025
    identifier otherJMCEE7.MTENG-18655.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309739
    description abstractThe dispersibility of carbon nanotubes (CNTs) in ultrahigh-performance concrete (UHPC) under different preparation processes was investigated. The dispersion stability, dispersion degree of CNT aggregates, and absorbance of CNT dispersions were measured by static observation, microscope observation, and ultraviolet spectrophotometer. The results showed that compared with adding polycarboxylic acid superplasticizer (SP) after ultrasound, adding SP at the same time as ultrasonic CNT solution obtained a better dispersion of the CNT solution. When the mass ratio of SP to CNT was 1∶1, the dispersion of CNT suspension was the best under 400-W ultrasonic power for 30 min. The flow properties, setting time, and compressive strength of CNT-modified UHPC also were studied. The experimental results show that the flow performance of CNT-UHPC decreases with the increase of CNT content. The condensation time of CNT-UHPC decreases with the increase of CNT content. The addition of 0.1% by weight CNT can improve the compressive strength of UHPC and refine the microstructure of UHPC. In conclusion, the study results can help to improve the dispersion and stability of carbon nanotubes in UHPC and effectively enhance the strength of UHPC adding carbon nanotubes in terms of working performance, mechanical strength, and microscopic morphology.
    publisherAmerican Society of Civil Engineers
    titleStudy of the Dispersion, Working, and Mechanical Properties of Carbon Nanotubes in Ultrahigh-Performance Concrete
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18655
    journal fristpage04024449-1
    journal lastpage04024449-13
    page13
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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