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Effect of nano-silica on the mechanical properties of LWC


Citation

Nashat, Alghrairi and Abd Aziz, Farah Nora Aznieta and Abdul Rashid, Suraya and Mohamed, Mohd Zuhri and Mohammed Ibrahim, Amer (2024) Effect of nano-silica on the mechanical properties of LWC. Open Engineering, 14 (1). art. no. 20240034. pp. 1-21. ISSN 2391-5439; eISSN: 2391-5439

Abstract

Nanotechnology has made significant inroads across various sectors, augmenting properties and economic impacts. Its pivotal role extends notably to the realm of construction and building. This study focuses on the tangible consequences of incorporating nano-silica (NS) into lightweight concrete (LWC) and its influence on mechanical attributes. The primary aim is to illustrate how NS impacts the mechanical properties of LWC, specifically its effects on compressive strength, flexural strength, and tensile strength in comparison to conventional LWC. The research encompassed the casting and examination of seven distinct concrete mixtures, including a reference mix, in laboratory settings. The study findings highlight that the utilization of lightweight Iraqi porcelanite stone resulted in a one-third reduction in the weight of standard concrete. Furthermore, the introduction of varying quantities of NS into structural LWC yielded enhancements in compressive, tensile, and flexural strength when contrasted with the reference mix, albeit at the expense of workability. Remarkably, The results showed an introduction of varying quantities of NS into structural LWC yielded enhancements in compressive, tensile, and flexural strength when contrasted with the reference mix, albeit at the expense of workability. The findings demonstrated that when doses of 1, 3, 5, 10, 15, and 20% NS were applied, the rate of three models for determining compressive strength at 90 days old rose by 19, 45, 62, 32, 15, and 37%, respectively. On the other hand, when dosages 1, 3, 5, 10, 15, and 20% were added, the percentage of improvement in tensile strength at 28 days of age was 77, 75, 84, 51, 55, and 53%. Additionally, while employing the same above doses, the bending strength at 28 days of age improved by 141, 140, 171, 115, 114, and 108%, respectively. Remarkably, the results also underscored the sustained efficacy of NS, particularly during the later stages of concrete maturation. © 2024 the author(s)


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
Institut Nanosains dan Nanoteknologi
DOI Number: https://doi.org/10.1515/eng-2024-0034
Publisher: Walter de Gruyter GmbH
Keywords: Compressive strength; Flexural strength; Porcelanite lightweight aggregate; Splitting tensile strength; Structural lightweight concrete
Depositing User: Ms. Azian Edawati Zakaria
Date Deposited: 20 Jan 2025 01:21
Last Modified: 20 Jan 2025 01:21
Altmetrics: http://www.altmetric.com/details.php?domain=psasir.upm.edu.my&doi=10.1515/eng-2024-0034
URI: http://psasir.upm.edu.my/id/eprint/113715
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