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      Optimization of durability characteristics of engineered cementitious composites combined with titanium dioxide as a nanomaterial applying RSM modelling

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          Abstract

          Currently, chemical attacks, including acid attacks and sulphate attacks, pose a significant problem for the long-term durability of concrete infrastructures that encounter many types of water, including swamp water, marine water, sewage water, drinkable water, and groundwater. Therefore, the intention of this work is to enhance the durability and resistance of concrete against chemical attack by blending titanium dioxide (TiO 2) as nanoparticles into designed cementitious composites. The purpose of current study is to obtain an appropriate TiO 2 based on the cement’s weight and polyvinyl alcohol (PVA) fiber in composites using multi-objective optimisation. Thirteen mixtures comprising diverse combinations of variables (TiO 2: 1–2%, PVA: 1–2%) were formulated utilising RSM modelling. Seven responses were assessed for these mixtures, including weight loss, compressive strength, expansion, a rapid chloride permeability test (RCPT) and a pH test. Analysis of variance, on the other hand, was utilised to construct and assess eight response models (one linear and six quadratics in nature). The R 2 values for models spanning from 88 to 99%. The multi-objective optimisation generated optimal response values and ideal variable values (1% PVA and 1.5% TiO 2). Experimental verification revealed that the predicted values correlated exceedingly well with the experimental data, with an error rate of less than 5%. The outcomes indicate that a 30% rise in compressive strength was noted when 1.5% TiO 2 nanomaterial was incorporated into ECC. Furthermore, the expansion caused by sulphate attack decreases when TiO 2 used as a nanomaterial increases in composites. Besides, when the concentration of TiO 2 in ECC increased, the pH value, and weight loss caused by acid attack reduced. In addition, the RCPT is recorded reducing when the content of TiO 2 increases but it increases with addition of PVA fiber. It has been shown that including 1.5% TiO 2 and 1% PVA fiber yields the optimal results for the building sector.

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          Pore structure and chloride permeability of concrete containing nano-particles for pavement

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            Influences of nano-TiO2 on the properties of cement-based materials: Hydration and drying shrinkage

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              Mechanical behavior and toughening mechanism of polycarboxylate superplasticizer modified graphene oxide reinforced cement composites

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                Author and article information

                Contributors
                naraindas04@gmail.com
                ahmed.alraeeini@nu.edu.ye
                Journal
                Sci Rep
                Sci Rep
                Scientific Reports
                Nature Publishing Group UK (London )
                2045-2322
                19 March 2025
                19 March 2025
                2025
                : 15
                : 9428
                Affiliations
                [1 ]Faculty of Engineering, Science and Technology, Indus University, ( https://ror.org/00hqpmg61) Karachi, 75300 Pakistan
                [2 ]Department of Mechanical Engineering, Universiti Teknologi PETRONAS, ( https://ror.org/048g2sh07) 32610 Bandar Seri Iskandar, Tronoh, Perak Malaysia
                [3 ]Faculty of Engineering and Computer Science, Al-Nasser University, ( https://ror.org/02rsbbb97) Sana’a, Yemen
                [4 ]Department of Civil Engineering, College of Engineering, Taif University, ( https://ror.org/014g1a453) P.O. Box 11099, 21944 Taif, Saudi Arabia
                [5 ]Applied College, Umm Al-Qura University, ( https://ror.org/01xjqrm90) P.O. Box 715, 21955 Macca, Saudi Arabia
                [6 ]Department of Civil and Environmental Engineering, College of Engineering, University of Jeddah, ( https://ror.org/015ya8798) 23890 Jeddah, Saudi Arabia
                [7 ]Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, ( https://ror.org/04jt46d36) 16273 Alkharj, Saudi Arabia
                Article
                94382
                10.1038/s41598-025-94382-7
                11923098
                40108401
                52af8a24-ff5b-4f5a-9436-0cd1ab90c133
                © The Author(s) 2025

                Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.

                History
                : 12 June 2024
                : 13 March 2025
                Categories
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                © Springer Nature Limited 2025

                Uncategorized
                cementitious composites,titanium dioxide,durability properties,compressive strength,rsm modelling,and optimization,materials science,civil engineering,nanoscale materials

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