Technical Papers
Feb 26, 2021

Petrographic Investigation into the Influence of Chopped Basalt Fibers on the Microstructure of Portland Cement Mortars at Elevated Temperatures

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 5

Abstract

This research investigated the effects of usage of basalt fiber (BF) in cement mortars at elevated temperatures. Compressive strength, mass loss, and microstructure characteristics, including petrographic analyses and scanning electron microscopy (SEM) images of cement composites, were investigated. BF was added in the mortars at five different ratios: 0%, 0.5%, 1%, 1.5%, and 2% by volume of the mix. The mortars were subjected to temperatures of 23°C, 200°C, 400°C, 600°C, and 800°C. The mixture with 1% BF had the best residual compressive strength at high temperatures, so that is considered to be the optimum dosage. The lowest amount of mass loss at each temperature was for specimens with 2% BF. The results indicate that adding BF to the mixes decreased the mass loss. Petrographic and SEM images showed that with increasing temperature, the part of the microstructure which began to deteriorate first was the interfacial transition zone between cement matrix and fiber. BF has a significant function in spreading the cracks, and acts like bridge between two parts of cement paste.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work was supported by Arvand Beton Espadana (Isfahan, Isfahan Province, Iran).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 5May 2021

History

Received: Apr 3, 2019
Accepted: Oct 6, 2020
Published online: Feb 26, 2021
Published in print: May 1, 2021
Discussion open until: Jul 26, 2021

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Mohammadsadegh Vaezi [email protected]
Master Graduate, Dept. of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad Univ., Isfahan 8155139998, Iran. Email: [email protected]
Arash Sedaghatdoost [email protected]
Master Graduate, Dept. of Civil Engineering, Najafabad Branch, Islamic Azad Univ., Najafabad 8514143131, Iran (corresponding author). Email: [email protected]; [email protected]
Mohammad Naser Norouzifar [email protected]
Master Graduate, Dept. of Civil Engineering and Geodesy, Graduate Univ. of Advanced Technology, Kerman 7631885356, Iran. Email: [email protected]
Hesam Madani [email protected]
Associate Professor, Dept. of Civil Engineering and Geodesy, Graduate Univ. of Advanced Technology, Kerman 7631885356, Iran. Email: [email protected]

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