ORIGINAL RESEARCH article
Front. Mater.
Sec. Structural Materials
Volume 12 - 2025 | doi: 10.3389/fmats.2025.1601597
This article is part of the Research TopicSustainability of Our Built Environments: Recycled and Bio-sourced Materials for the Construction Sector in the Context of Circular EconomyView all articles
RSM-Based Optimization of Recycled Aggregate Concrete with Pozzolanic Materials Under High Temperatures
Provisionally accepted- 1Military College of Engineering, National University of Sciences and Technology, Islamabad, Islamabad, Pakistan
- 2Department of Information Systems, College of Computer and Information Sciences, Princess Nourah bint Abdulrahman University, Riyadh, Saudi Arabia
- 3Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi, Khyber Pakhtunkhwa, Khyber Pakhtunkhwa, Pakistan
- 4Departement of Civil Engineering, College of Engineering, King Khalid University, Abha, Saudi Arabia
- 5Prince Sattam Bin Abdulaziz University, Al-Kharj, Saudi Arabia
- 6Faculty of Computer and Artificial Intelligence, Benha University, Benha, Egypt
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The increasing demand for sustainable concrete has encouraged the use of recycled aggregates (RA), though their limited performance under elevated temperatures remains a key challenge. This study explores the use of supplementary cementitious materials (SCMs) to improve the thermal resistance of recycled aggregate concrete (RAC). Three concrete mixes containing 0%, 25%, and 50% RA were exposed to temperatures up to 600 °C. The effects of incorporating 15% silica fume (SF) and 30% fly ash (FA) on residual compressive and tensile strengths were evaluated. Response Surface Methodology (RSM) was employed for experimental design and optimization, while analysis of variance (ANOVA) confirmed the statistical significance of key influencing factors, including temperature and SCM content. Results showed that SCMs improved tensile strength by up to 12% in RAC25 and helped retain strength at elevated temperatures, despite some reduction in compressive strength due to thermal stress. Among all mixes, RAC25 with SCMs showed the most balanced performance. The study highlights the potential of combining SCMs with RSM-based optimization to enhance the fire resistance of RAC. These findings contribute to the development of more durable, eco-efficient concrete materials, particularly for fire-prone or high-temperature environments, and support the advancement of sustainable construction practices.
Keywords: Green concrete, residual compressive strength, Elevated temperature, SCM-Modified Concrete, Response Surface Methodology, ANOVA, Recycled concrete (RAC)
Received: 28 Mar 2025; Accepted: 21 Jul 2025.
Copyright: © 2025 Saqib Khan, Ulhaq, AlSekait, Faisal Javed, Jameel, Alabduljabbar and Salama. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence:
Muhammad Saqib Khan, Military College of Engineering, National University of Sciences and Technology, Islamabad, 44000, Islamabad, Pakistan
Aman Ulhaq, Military College of Engineering, National University of Sciences and Technology, Islamabad, 44000, Islamabad, Pakistan
Deema AlSekait, Department of Information Systems, College of Computer and Information Sciences, Princess Nourah bint Abdulrahman University, Riyadh, Saudi Arabia
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