Enhanced Thermal Performance of Fiber-Reinforced Cementitious Composite with High-Volume Fly Ash and Steel Slag AggregatesSource: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007::page 04025211-1DOI: 10.1061/JMCEE7.MTENG-18606Publisher: 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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contributor author | Aniruddha Tangirala | |
contributor author | Sanket Rawat | |
contributor author | Kang Hai Tan | |
contributor author | Mukund Lahoti | |
date accessioned | 2025-08-17T22:53:15Z | |
date available | 2025-08-17T22:53:15Z | |
date copyright | 7/1/2025 12:00:00 AM | |
date issued | 2025 | |
identifier other | JMCEE7.MTENG-18606.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4307597 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Enhanced Thermal Performance of Fiber-Reinforced Cementitious Composite with High-Volume Fly Ash and Steel Slag Aggregates | |
type | Journal Article | |
journal volume | 37 | |
journal issue | 7 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-18606 | |
journal fristpage | 04025211-1 | |
journal lastpage | 04025211-10 | |
page | 10 | |
tree | Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007 | |
contenttype | Fulltext |