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    Investigation of the Workability, Strength, and Durability of Fiber-Reinforced High-Performance Concrete with Full Aeolian Sand

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003::page 04023621-1
    Author:
    Linlin Zhu
    ,
    Mulian Zheng
    ,
    Shu Zhang
    ,
    Wei Zhang
    ,
    Wang Chen
    ,
    Zhongwen Ou
    DOI: 10.1061/JMCEE7.MTENG-16610
    Publisher: ASCE
    Abstract: The application of aeolian sand as the full aggregate to produce high-performance concrete is significant for engineering construction in desert areas. However, high-performance concrete with full aeolian sand (FA-HPC) is characterized by a low water-binder ratio, high content of cementitious materials, and no restriction of coarse aggregates, resulting in a high risk of shrinkage cracking. The main purpose of this work is to investigate the reinforcement effect of different types of fibers and their combinations on FA-HPC. Three types of fibers, i.e., steel fiber (SF), basalt fiber (BF), and polyvinyl alcohol fiber were employed in the FA-HPC matrix to explore the most promising reinforcement method. The workability, strength, shrinkage, cracking resistance, and chloride resistance of FA-HPC were investigated by laboratory tests. Moreover, the fiber-reinforcement mechanism was analyzed in terms of the micromorphology of FA-HPC. The results indicated that the incorporation of fibers could improve the previously mentioned properties except for the decrease of fluidity with content dependence, especially for 12 mm fibers. The single SF has a considerable advantage in strength enhancement and shrinkage reduction presenting a variation of 56.7% and 19.5% at 1% by volume, respectively. Moreover, the hybrid fibers exhibited better behavior in durability showing 95.88% crack reduction and 48.5% improvement in chloride resistance. Eventually, two selected schemes were recommended presenting for 1% by volume single SF and hybrid fibers (0.75% by volume SF with 0.25% by volume BF) from an integrated perspective. Furthermore, microscopic characterization revealed that the mechanism of fiber reinforcement mainly played a bonding and bridging effect, refining the pores at different scales and making the structure of FA-HPC dense. This research can optimize the material composition of FA-HPC and promote the utilization of aeolian sand resources.
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      Investigation of the Workability, Strength, and Durability of Fiber-Reinforced High-Performance Concrete with Full Aeolian Sand

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    contributor authorLinlin Zhu
    contributor authorMulian Zheng
    contributor authorShu Zhang
    contributor authorWei Zhang
    contributor authorWang Chen
    contributor authorZhongwen Ou
    date accessioned2024-04-27T22:58:03Z
    date available2024-04-27T22:58:03Z
    date issued2024/03/01
    identifier other10.1061-JMCEE7.MTENG-16610.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297945
    description abstractThe application of aeolian sand as the full aggregate to produce high-performance concrete is significant for engineering construction in desert areas. However, high-performance concrete with full aeolian sand (FA-HPC) is characterized by a low water-binder ratio, high content of cementitious materials, and no restriction of coarse aggregates, resulting in a high risk of shrinkage cracking. The main purpose of this work is to investigate the reinforcement effect of different types of fibers and their combinations on FA-HPC. Three types of fibers, i.e., steel fiber (SF), basalt fiber (BF), and polyvinyl alcohol fiber were employed in the FA-HPC matrix to explore the most promising reinforcement method. The workability, strength, shrinkage, cracking resistance, and chloride resistance of FA-HPC were investigated by laboratory tests. Moreover, the fiber-reinforcement mechanism was analyzed in terms of the micromorphology of FA-HPC. The results indicated that the incorporation of fibers could improve the previously mentioned properties except for the decrease of fluidity with content dependence, especially for 12 mm fibers. The single SF has a considerable advantage in strength enhancement and shrinkage reduction presenting a variation of 56.7% and 19.5% at 1% by volume, respectively. Moreover, the hybrid fibers exhibited better behavior in durability showing 95.88% crack reduction and 48.5% improvement in chloride resistance. Eventually, two selected schemes were recommended presenting for 1% by volume single SF and hybrid fibers (0.75% by volume SF with 0.25% by volume BF) from an integrated perspective. Furthermore, microscopic characterization revealed that the mechanism of fiber reinforcement mainly played a bonding and bridging effect, refining the pores at different scales and making the structure of FA-HPC dense. This research can optimize the material composition of FA-HPC and promote the utilization of aeolian sand resources.
    publisherASCE
    titleInvestigation of the Workability, Strength, and Durability of Fiber-Reinforced High-Performance Concrete with Full Aeolian Sand
    typeJournal Article
    journal volume36
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16610
    journal fristpage04023621-1
    journal lastpage04023621-16
    page16
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003
    contenttypeFulltext
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