Self-heating performance of phase change cementitious mortar with hybrid carbon-based nanomaterials

IF 8.9 2区 工程技术 Q1 ENERGY & FUELS Journal of energy storage Pub Date : 2024-11-11 DOI:10.1016/j.est.2024.114495
Xiaonan Wang , Yipu Guo , Zhong Tao , Long Shi , Wengui Li
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Abstract

Temperature fluctuations pose a critical challenge for infrastructure, necessitating functional concrete to protect structures and promote sustainability. Self-heating concrete and phase change material (PCM) concrete are closely linked to thermal energy, with the former focused on heat generation and the latter on heat storage. This study aims to explore the self-heating performance of modified PCM concrete. Carbon-based materials, chosen for their low electrical resistance and high thermal conductivity, are incorporated to enhance the PCM concrete. Carbon black (CB), carbon nanotubes (CNT), and carbon fibres (CF) with various dimensions and scales, are combined to achieve optimal performance. Materials below a threshold yield minimal change, as they fail to establish the crucial conductive circuit. The self-heating behaviour becomes pronounced with increased in materials, reaching an optimal temperature rise up to 31.2 °C in one hour. However, the group with the highest content of materials experiences a reduced final temperature of 23.9 °C and an increased electrical conductivity of 40 Ω. CB and CNT show different efficiency improvements, and the ideal combination is proposed as 0.3 % CNT and 0.75 % CB. Inorganic hydrated salt-based PCM reduces electrical conductivity by 12 % – 35 % in its liquid state due to free ions, potentially enhancing self-heating capability, though its impact is less significant compared to carbon materials. Overall, the optimum group demonstrates significant self-heating behaviour, high efficiency, and low material cost. Models and electrical impedance results validate these observations and provide novel insight into the self-heating performance of PCM mortar with hybrid carbon-based materials.
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含碳基混合纳米材料的相变水泥基砂浆的自加热性能
温度波动对基础设施提出了严峻挑战,需要功能性混凝土来保护结构并促进可持续性。自加热混凝土和相变材料(PCM)混凝土与热能密切相关,前者侧重于发热,后者侧重于储热。本研究旨在探索改性 PCM 混凝土的自加热性能。碳基材料具有低电阻和高导热性,可用于增强 PCM 混凝土的性能。碳黑(CB)、碳纳米管(CNT)和碳纤维(CF)以不同的尺寸和尺度组合在一起,以达到最佳性能。低于临界值的材料产生的变化极小,因为它们无法建立关键的导电回路。随着材料含量的增加,自热行为变得明显,在一小时内达到最佳温升,最高可达 31.2 °C。然而,材料含量最高的一组的最终温度降低了 23.9 °C,导电率提高了 40 Ω。CB 和 CNT 显示出不同的效率改进,理想的组合是 0.3 % CNT 和 0.75 % CB。无机水合盐基 PCM 在液态下会因游离离子而使导电率降低 12% - 35%,从而有可能增强自加热能力,但与碳材料相比,其影响并不显著。总体而言,最优组显示出显著的自加热性能、高效率和低材料成本。模型和电阻抗结果验证了这些观察结果,并为使用混合碳基材料的 PCM 砂浆的自加热性能提供了新的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of energy storage
Journal of energy storage Energy-Renewable Energy, Sustainability and the Environment
CiteScore
11.80
自引率
24.50%
发文量
2262
审稿时长
69 days
期刊介绍: Journal of energy storage focusses on all aspects of energy storage, in particular systems integration, electric grid integration, modelling and analysis, novel energy storage technologies, sizing and management strategies, business models for operation of storage systems and energy storage developments worldwide.
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