Maqsood Sohail, Ali Mohd Mukarram, Shittu Remilekun A, Kim Tae-Yeon
Department of Civil and Environmental Engineering, Khalifa University of Science and Technology, Abu Dhabi, 127788, UAE.
Advanced Digital & Additive Manufacturing Group, Khalifa University of Science and Technology, Abu Dhabi, 127788, UAE.
Sci Rep. 2025 Jun 1;15(1):19219. doi: 10.1038/s41598-025-04031-2.
Reinforcement corrosion induced by chloride ingress is a major durability issue in cementitious materials, particularly in harsh marine environments. Incorporating carbon nanotubes (CNTs) has emerged as a promising solution to mitigate chloride ingress. However, their performance against chloride diffusion under elevated temperatures remains unexplored. This study explores the influence of adding CNTs in cement mortars, aiming to mitigate chloride ion diffusion under temperature gradient conditions. CNTs were incorporated at 0.05%, 0.10%, and 0.15% by weight of cement in mortar specimens. Specimens were exposed to a 3% NaCl solution at room temperature of 22 °C (CT22), a high ambient temperature of 50 °C (CT50), and under a temperature gradient (TG). The experiment was carried out in two stages: the first stage aimed at finding the optimal mix based on the compressive strength, absorption, porosity, and total chloride concentration profile under the TG condition, whereas the optimal mix was thoroughly analyzed under different temperature conditions along with the assessment of the free chloride concentration profile in the second stage. The results indicated that adding 0.05% CNTs yielded the best performance, showing over a 24.6% increase in strength, about 17.5% reduction in absorption and accessible porosity, improved porous structure, and reduced chloride content. Notably, the critical chloride content based on the accelerated laboratory experimental results was substantially lower in the optimal mix than in the control, suggesting that 0.05% CNTs effectively delays chloride ion diffusion and corrosion initiation, enhancing the durability in marine environments.
氯化物侵入引起的钢筋腐蚀是胶凝材料中的一个主要耐久性问题,在恶劣的海洋环境中尤为突出。掺入碳纳米管(CNTs)已成为减轻氯化物侵入的一种有前景的解决方案。然而,它们在高温下抵抗氯化物扩散的性能仍未得到探索。本研究探讨了在水泥砂浆中添加碳纳米管的影响,旨在减轻温度梯度条件下的氯离子扩散。在砂浆试件中,按水泥重量的0.05%、0.10%和0.15%掺入碳纳米管。试件分别在22℃的室温下(CT22)、50℃的高环境温度下(CT50)以及温度梯度(TG)下暴露于3%的NaCl溶液中。实验分两个阶段进行:第一阶段旨在根据温度梯度条件下的抗压强度、吸水率、孔隙率和总氯化物浓度分布找到最佳配合比,而在第二阶段,对最佳配合比在不同温度条件下进行了全面分析,并评估了游离氯化物浓度分布。结果表明,添加0.05%的碳纳米管性能最佳,强度提高超过24.6%,吸水率和可及孔隙率降低约17.5%,孔隙结构得到改善,氯化物含量降低。值得注意的是,基于加速实验室实验结果的临界氯化物含量在最佳配合比中比在对照中低得多,这表明0.05%的碳纳米管有效地延迟了氯离子扩散和腐蚀起始,提高了在海洋环境中的耐久性。