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    Comprehensive Study of the Properties of Engineered Cementitious Composites Incorporating Synthetic Wollastonite Microfibers

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006::page 04025163-1
    Author:
    Hasan Erhan Yücel
    ,
    Muhammet Güneş
    ,
    Hatice Öznur Öz
    ,
    Yasin Kaya
    ,
    Akif Buğra Yılmaz
    DOI: 10.1061/JMCEE7.MTENG-19058
    Publisher: American Society of Civil Engineers
    Abstract: In this study, synthetic wollastonite microfibers (SWMs) with a dense acicular particle structure and a very high aspect ratio were developed by using a three-stage production method consisting of the mechanochemical, hydrothermal autoclave and sintering processes. The maximum aspect ratio of SWMs was 44∶1, which is a needle-like particle with the highest aspect ratio. The effects of SWMs on the workability and rheological, mechanical, durable, and dimensionally stable properties of engineered cementitious composites (ECCs) were investigated using many tests for each property. For this purpose, SWMs were substituted with cement-fly ash (C-FA) at 3%, 6%, and 9%. The study found that replacing C-FA with 6% SWMs can significantly enhance the compressive strength, modulus of elasticity, flexural strength, and ductility of ECCs. Substituting 6% C-FA with SWMs not only enhanced the mechanical properties but also led to improved durability and dimensional stability. In particular, in the freeze-thaw test, which is a long-term durability test (300 freeze-thaw cycles), SWMs provided significant performance improvement in terms of % mass loss, ultrasonic pulse velocity, relative dynamic modulus of elasticity, durability factor, and residual flexural performance. In addition, the 180-day drying shrinkage and 30-day average crack width of ECC were reduced approximately 105  με and 16  μm, respectively. Moreover, the test results were supported by microstructural analysis. This comprehensive study indicates that SWMs have the ability to be used in ECCs to improve their properties.
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      Comprehensive Study of the Properties of Engineered Cementitious Composites Incorporating Synthetic Wollastonite Microfibers

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4309819
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    • Journal of Materials in Civil Engineering

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    contributor authorHasan Erhan Yücel
    contributor authorMuhammet Güneş
    contributor authorHatice Öznur Öz
    contributor authorYasin Kaya
    contributor authorAkif Buğra Yılmaz
    date accessioned2026-02-16T21:50:58Z
    date available2026-02-16T21:50:58Z
    date copyright2025/06/01
    date issued2025
    identifier otherJMCEE7.MTENG-19058.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309819
    description abstractIn this study, synthetic wollastonite microfibers (SWMs) with a dense acicular particle structure and a very high aspect ratio were developed by using a three-stage production method consisting of the mechanochemical, hydrothermal autoclave and sintering processes. The maximum aspect ratio of SWMs was 44∶1, which is a needle-like particle with the highest aspect ratio. The effects of SWMs on the workability and rheological, mechanical, durable, and dimensionally stable properties of engineered cementitious composites (ECCs) were investigated using many tests for each property. For this purpose, SWMs were substituted with cement-fly ash (C-FA) at 3%, 6%, and 9%. The study found that replacing C-FA with 6% SWMs can significantly enhance the compressive strength, modulus of elasticity, flexural strength, and ductility of ECCs. Substituting 6% C-FA with SWMs not only enhanced the mechanical properties but also led to improved durability and dimensional stability. In particular, in the freeze-thaw test, which is a long-term durability test (300 freeze-thaw cycles), SWMs provided significant performance improvement in terms of % mass loss, ultrasonic pulse velocity, relative dynamic modulus of elasticity, durability factor, and residual flexural performance. In addition, the 180-day drying shrinkage and 30-day average crack width of ECC were reduced approximately 105  με and 16  μm, respectively. Moreover, the test results were supported by microstructural analysis. This comprehensive study indicates that SWMs have the ability to be used in ECCs to improve their properties.
    publisherAmerican Society of Civil Engineers
    titleComprehensive Study of the Properties of Engineered Cementitious Composites Incorporating Synthetic Wollastonite Microfibers
    typeJournal Article
    journal volume37
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19058
    journal fristpage04025163-1
    journal lastpage04025163-22
    page22
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006
    contenttypeFulltext
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