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Application of intrinsic cement-based sensor for traffic detections of human motion and vehicle speed

厚板 灰浆 水泥 材料科学 胶凝的 复合材料 压缩(物理) 结构工程 工程类
作者
Wenkui Dong,Wengui Li,Yipu Guo,Zhihui Sun,Fulin Qu,Rui Liang,Surendra P. Shah
出处
期刊:Construction and Building Materials [Elsevier BV]
卷期号:355: 129130-129130
标识
DOI:10.1016/j.conbuildmat.2022.129130
摘要

• Microstructures implied that CNF as conductive fillers can be well-dispersed in cementitious composites. • Microcharacterizations on the ITZs of cement-based sensors and mortar slab showed excellent connections. • FCR showed a peak at feet down and then returned to the initial values at feet up to detect human traffic. • Exact vehicle speed can be calculated based on the two peaks induced by the front and back wheels. • FCR peaks can adjust the vehicle speed, to determine the vehicle speed with speed higher than 40 km/h. To develop smart concrete pavement for intelligent infrastructure, the self-sensing performance of smart pavement with embedded cement-based sensors was experimentally investigated in this study. The self-sensing behaviors of mortar pavement is evaluated by the self-sensing of compression force, human motion detection, and vehicle speed monitoring. Because of the well-dispersed carbon nanofiber (CNF), the developed cement-based sensors intrinsically showed excellent piezoresistivity. The cement-based sensors connected in series were well bonded within the mortar slab, which indicates effective force transmission from the mortar slab to the cement-based sensors. The results showed that the smart mortar slab exhibited linear and repeatable fractional changes of resistivity (FCR) in response to cyclic compression force. With the cement-based sensors embedded, the smart mortar slab could monitor the human motions, such as ‘up-down’ feet or jumping movements. Moreover, the smart mortar slab could detect the exact vehicle speed with high accuracy for the traffic detection. The characterization on the interfaces between cement-based sensors and mortar slab demonstrated the excellent connections, which confirmed the smooth force transmission from the mortar slab to the cement-based sensors due to the excellent interfacial bonding between them. Moreover, the FCR value presented a firm relationship to the vehicle speed, with a decreasing trend with the increase of vehicle speed. The results will promote the practical applications of cement-based sensors, especially in the field of concrete pavement or road, to achieve smart concrete infrastructures.
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