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    Deterioration of Basalt Fiber in Cementitious Material and Mitigation with Basalt Powder

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 005::page 04023103-1
    Author:
    Zezhu Wang
    ,
    Xiao Sun
    ,
    Zhenghong Tian
    ,
    Hengrui Liu
    ,
    Zhaogao Zeng
    DOI: 10.1061/JMCEE7.MTENG-14340
    Publisher: American Society of Civil Engineers
    Abstract: Although basalt fiber (BF) has been used to reinforce cement composite as an eco-friendly material, its effect on basalt fiber–reinforced cement composite (BFRCC) is contradictory. BF was found to be corroded by a pore solution through scanning electron microscopy observation. Owing to the chemical alkali corrosion and physical denudation of the BF in an alkaline environment, the interface bonding between the BF and the cement matrix was weakened, and the toughening effect of the BF could not be fully exerted. Pore structure characterization was examined based on the water uptake kinetics method and image analysis of binary specimen slices. The BF was found to have a detrimental effect on the pore structure because of the inclusion of exogenous bubbles. However, basalt powder (BP) could densify the pore structures of the cementitious materials, especially in the basalt-powder-fiber-reinforced cement composite (BPFRCC), in which it further reduced the corrosion degree of the BF and enhanced the bonding between the BF and cement matrix interfaces. Therefore, BP and BF can synergistically enhance the performance of BPFRCC.
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      Deterioration of Basalt Fiber in Cementitious Material and Mitigation with Basalt Powder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292949
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    contributor authorZezhu Wang
    contributor authorXiao Sun
    contributor authorZhenghong Tian
    contributor authorHengrui Liu
    contributor authorZhaogao Zeng
    date accessioned2023-08-16T19:13:03Z
    date available2023-08-16T19:13:03Z
    date issued2023/05/01
    identifier otherJMCEE7.MTENG-14340.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292949
    description abstractAlthough basalt fiber (BF) has been used to reinforce cement composite as an eco-friendly material, its effect on basalt fiber–reinforced cement composite (BFRCC) is contradictory. BF was found to be corroded by a pore solution through scanning electron microscopy observation. Owing to the chemical alkali corrosion and physical denudation of the BF in an alkaline environment, the interface bonding between the BF and the cement matrix was weakened, and the toughening effect of the BF could not be fully exerted. Pore structure characterization was examined based on the water uptake kinetics method and image analysis of binary specimen slices. The BF was found to have a detrimental effect on the pore structure because of the inclusion of exogenous bubbles. However, basalt powder (BP) could densify the pore structures of the cementitious materials, especially in the basalt-powder-fiber-reinforced cement composite (BPFRCC), in which it further reduced the corrosion degree of the BF and enhanced the bonding between the BF and cement matrix interfaces. Therefore, BP and BF can synergistically enhance the performance of BPFRCC.
    publisherAmerican Society of Civil Engineers
    titleDeterioration of Basalt Fiber in Cementitious Material and Mitigation with Basalt Powder
    typeJournal Article
    journal volume35
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-14340
    journal fristpage04023103-1
    journal lastpage04023103-18
    page18
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 005
    contenttypeFulltext
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