纳米工程单组分碱活化材料传感器在高温下的自传感性能

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yipu Guo , Fulin Qu , Wenkui Dong , Yizhe Wang , Doo-Yeol Yoo , Ippei Maruyama , Wengui Li
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引用次数: 0

摘要

单组分碱活化粘合剂具有低碳足迹和增强热稳定性等优点,使其成为制造自感胶凝复合材料(SSCCs)的普通波特兰水泥的有希望的替代品。本研究旨在开发一种用于消防安全监测系统的纳米炭黑(NCB)单组分碱活性渣复合材料(CBAS),研究其在300°C和600°C环境下的剩余电阻和电容传感性能。结果表明,制备的CBAS具有增强的残余自传感能力,并在高温暴露后保持足够的机械强度。通过相演化、微观结构分析以及创新提出的((R(QR))(RQ)(RW))和(QR)配对等效电路模型,深入探讨了高温对自传感机制的影响。由NCB/基体(微缺陷)/NCB结构产生的麦克斯韦-瓦格纳型界面极化的独特存在,确保了高温暴露后高灵敏度和改进的基于电容的响应。抗压强度和抗折强度在300℃和600℃下均呈现先小后大的强度损失模式,保持率分别为48.3 ~ 93.1%和51.1 ~ 73.2%。直流电阻传感和交流电阻传感的灵敏度均呈现先上升后下降的趋势,其中直流电阻传感灵敏度更高。在6MPa循环压缩下,电容传感灵敏度随暴露温度的升高而单调增加,最大FCC为63.1 ~ 207.3%。等效电路分析的见解与在电阻和电容感应响应中观察到的理论极化机制演变非常吻合,证明了所提出的等效电路模型和机理分析的准确性和可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Self-sensing performance of nanoengineered one-part alkali-activated materials-based sensors after exposure to elevated temperature
One-part alkali-activated binders offer advantages such as low carbon footprint and enhanced thermal stability, making them a promising alternative to ordinary Portland cement for manufacturing self-sensing cementitious composites (SSCCs). This study aims to develop a nanocarbon black (NCB)-engineered one-part alkali-activated slag composite (CBAS) for a fire safety monitoring system, and thus the residual resistance-based and capacitance-based sensing performances after exposure to 300 °C and 600 °C were investigated. The results indicate the developed CBAS exhibits enhanced residual self-sensing capabilities and retains adequate mechanical strength after high-temperature exposure. The influence of elevated temperatures on the self-sensing mechanisms was thoroughly explored through analyses of phase evolution, microstructure, and the innovatively proposed paired equivalent circuit models of ((R(QR))(RQ)(RW)) and (QR). The exclusive presence of Maxwell–Wagner type interfacial polarization, resulting from NCB/matrix(microdefects)/NCB structures, ensures highly sensitive and improved capacitance-based responses after high-temperature exposure. The compressive and flexural strengths follow the same minor-then-severe strength loss pattern after exposure to 300 °C and 600 °C, with the retention rates of 48.3–93.1 % and 51.1–73.2 %, respectively. The sensitivity of DC and AC resistance-based sensing follows the same increasing–then–decreasing trend, with DC-based sensing exhibiting higher sensitivity. In contrast, capacitance-based sensing shows a monotonically increasing sensitivity with rising exposure temperature and the maximum FCC of 63.1–207.3 % under 6 MPa cyclic compression. The insights from equivalent circuit analysis align well with the theoretical polarization mechanism evolution observed in both resistance- and capacitance-sensing responses, demonstrating the accuracy and reliability of the proposed equivalent circuit model and mechanistic analysis.
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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