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contributor authorIsmail Amer
contributor authorMohamed Kohail
contributor authorM. S. El-Feky
contributor authorAhmed Rashad
contributor authorMohamed A. Khalaf
date accessioned2025-04-20T10:20:02Z
date available2025-04-20T10:20:02Z
date copyright11/12/2024 12:00:00 AM
date issued2025
identifier otherJMCEE7.MTENG-18576.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304493
description abstractAlkali-activated concrete (AAC) gained considerable attention from the beginning of its discovery as a substitute for conventional concrete (CC) due to its superior properties and powerful environmental impact. This paper investigated physical and mechanical characteristics, considering the presence of polypropylene fibers (PPFs), of ambient cured alkali-activated slag concrete (AASC) at ambient temperature, 25°C, and after exposing to elevated temperatures, 300°C, 600°C, and 900°C. For a comparison purpose, a similar CC was also investigated by observing changes in the physical and mechanical characteristics. Visual inspection, weight changes, compressive strength, flexural strength, bond strength, and ultrasonic pulse velocity tests were carried out. Also, scanning electron microscope (SEM) and thermogravimetric analysis (TGA) tests were used for microstructure analysis. Test results demonstrated that the AASC achieved higher mechanical properties than similar CC at ambient temperature. Results also showed that the AASC has a higher resistance to elevated temperatures than the CC due to its higher resistance to spalling and cracking, its higher recorded residual mechanical properties after exposure to elevated temperatures, and its higher thermal stability and resistance to degradation recorded by the microstructure analysis. The inclusion of polypropylene fibers decreased most of the studied properties for both AASC and CC. However, the reduction in mechanical properties for AASC was higher than that for CC at equivalent PPF content.
publisherAmerican Society of Civil Engineers
titleEnhancing the Resistance to Elevated Temperature of Alkali-Activated Slag Concrete: A Comparative Study of the Role of Polypropylene Fibers
typeJournal Article
journal volume37
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-18576
journal fristpage04024476-1
journal lastpage04024476-20
page20
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
contenttypeFulltext


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