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    Enhanced Thermal Performance of Fiber-Reinforced Cementitious Composite with High-Volume Fly Ash and Steel Slag Aggregates

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007::page 04025211-1
    Author:
    Aniruddha Tangirala
    ,
    Sanket Rawat
    ,
    Kang Hai Tan
    ,
    Mukund Lahoti
    DOI: 10.1061/JMCEE7.MTENG-18606
    Publisher: American Society of Civil Engineers
    Abstract: Existing cementitious composites often undergo severe degradation when exposed to high temperatures. The present study proposes utilization of high-volume fly ash (HVFA) and steel slag (SS) aggregates to address this issue. Hybrid fiber reinforcement in the form of basalt fibers and polypropylene (PP) fibers have also been utilized. A total of 120-cylinder specimens were cast for the elevated temperature testing between 200°C and 800°C, and the residual compressive and microstructural properties were analyzed. Results indicate that the HVFA mixes with 100% SS fine aggregates and hybrid length basalt fiber yield optimal performance at elevated temperatures. Specifically, the mix containing 100% SS aggregates retained 101%, 115%, 113%, and 55% of its compressive strength at 200°C, 400°C, 600°C, and 800°C, respectively. Microstructural analysis further revealed that the use of HVFA-SS system enhanced the elevated temperature performance by promoting the pozzolanic reaction of slow reacting fly ash particles, tobermorite formation, and improvement in the interfacial transition zone. Also, excellent resistance to cracking and spalling was observed. Overall, this study provides new perspective on the design of sustainable fiber-reinforced cementitious composites with excellent thermal endurance.
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      Enhanced Thermal Performance of Fiber-Reinforced Cementitious Composite with High-Volume Fly Ash and Steel Slag Aggregates

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    contributor authorAniruddha Tangirala
    contributor authorSanket Rawat
    contributor authorKang Hai Tan
    contributor authorMukund Lahoti
    date accessioned2025-08-17T22:53:15Z
    date available2025-08-17T22:53:15Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18606.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307597
    description abstractExisting cementitious composites often undergo severe degradation when exposed to high temperatures. The present study proposes utilization of high-volume fly ash (HVFA) and steel slag (SS) aggregates to address this issue. Hybrid fiber reinforcement in the form of basalt fibers and polypropylene (PP) fibers have also been utilized. A total of 120-cylinder specimens were cast for the elevated temperature testing between 200°C and 800°C, and the residual compressive and microstructural properties were analyzed. Results indicate that the HVFA mixes with 100% SS fine aggregates and hybrid length basalt fiber yield optimal performance at elevated temperatures. Specifically, the mix containing 100% SS aggregates retained 101%, 115%, 113%, and 55% of its compressive strength at 200°C, 400°C, 600°C, and 800°C, respectively. Microstructural analysis further revealed that the use of HVFA-SS system enhanced the elevated temperature performance by promoting the pozzolanic reaction of slow reacting fly ash particles, tobermorite formation, and improvement in the interfacial transition zone. Also, excellent resistance to cracking and spalling was observed. Overall, this study provides new perspective on the design of sustainable fiber-reinforced cementitious composites with excellent thermal endurance.
    publisherAmerican Society of Civil Engineers
    titleEnhanced Thermal Performance of Fiber-Reinforced Cementitious Composite with High-Volume Fly Ash and Steel Slag Aggregates
    typeJournal Article
    journal volume37
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18606
    journal fristpage04025211-1
    journal lastpage04025211-10
    page10
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
    contenttypeFulltext
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