Technical Papers
Dec 20, 2021

Properties of High-Density Ultrahigh-Performance Concrete Containing Hematite Powder as a Partial Replacement of Sand

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 3

Abstract

Ultrahigh-performance concrete (UHPC) is a smart material used in engineering structures that are subjected to high flexural, shear, impact, and dynamic loadings to ensure safety against explosions and other accidental loads. However, in order for UHPC to be used in structural members in nuclear power plants, it needs to provide radiation shielding due to its high density in addition to being structurally sound. In this study, an attempt was made to develop high-density ultrahigh-performance concrete (HDUHPC) using hematite powder as a partial replacement for sand. The effect of hematite powder content on the microstructure, density, and mechanical properties of HDUHPC was studied using six mixtures that incorporated 0%–50% hematite powder by volume (partially replacing the sand). The test results indicated that as the dry density of the HDUHPC increased with increasing hematite powder content, the mechanical properties of the HDUHPC were uncompromised; in fact, the mechanical properties improved slightly due to densification of the microstructure of the HDUHPC with the inclusion of very fine particles of hematite powder. In addition, the effect of varying dosages of steel fibers on the mechanical properties of the HDUHPC was examined by considering three different dosages of steel fibers (2%, 4% and 6% by weight) in the concrete mixture. The results showed significant improvements in the mechanical properties at higher fiber contents. Correlations between fiber content and different mechanical properties of the HDUHPC mixtures were obtained with high degrees of fitting.

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Data Availability Statement

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

Acknowledgments

The authors acknowledge the support from King Fahd University of Petroleum and Minerals (KFUPM) in Dhahran, Saudi Arabia, in conducting the research reported in this paper.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 3March 2022

History

Received: Mar 24, 2021
Accepted: Oct 1, 2021
Published online: Dec 20, 2021
Published in print: Mar 1, 2022
Discussion open until: May 20, 2022

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Professor, Dept. of Civil and Environmental Engineering, King Fahd Univ. of Petroleum and Minerals, Dhahran 31261, Saudi Arabia (corresponding author). ORCID: https://orcid.org/0000-0001-7939-7319. Email: [email protected]
Chairman, Dept. of Civil Engineering, Qurtuba Univ. of Science and Information Technology, D.I. Khan 29150, Pakistan; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, King Fahd Univ. of Petroleum and Minerals, Dhahran 31261, Saudi Arabia. ORCID: https://orcid.org/0000-0002-0869-8058. Email: [email protected]
Husain Jubran Al-Gahtani [email protected]
Professor, Dept. of Civil and Environmental Engineering, King Fahd Univ. of Petroleum and Minerals, Dhahran 31261, Saudi Arabia. Email: [email protected]
Salah U. Al-Dulaijan [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, King Fahd Univ. of Petroleum and Minerals, Dhahran 31261, Saudi Arabia. Email: [email protected]

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  • Strength and Durability Performance of Recycled Aggregate Structural Concrete with Silica Fume, Furnace Slag, and M-Fine, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-17547, 36, 7, (2024).

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