Department of Civil Engineering, Democritus University of Thrace, 671 00 Xanthi, Greece.
Sensors (Basel). 2023 Feb 21;23(5):2405. doi: 10.3390/s23052405.
The current paper presents the results of an experimental study of carbon nano-, micro-, and hybrid-modified cementitious mortar to evaluate mechanical performance, energy absorption, electrical conductivity, and piezoresistive sensibility. Three amounts of single-walled carbon nanotubes (SWCNTs), namely 0.05 wt.%, 0.1 wt.%, 0.2 wt.%, and 0.3 wt.% of the cement mass, were used to prepare nano-modified cement-based specimens. In the microscale modification, 0.05 wt.%, 0.5 wt.%, 1.0 wt.% carbon fibers (CFs) were incorporated in the matrix. The hybrid-modified cementitious specimens were enhanced by adding optimized amounts of CFs and SWCNTs. The smartness of modified mortars, indicated by their piezoresistive behavior, was investigated by measuring the changes in electrical resistivity. The effective parameters that enhance the composites' mechanical and electrical performance are the different concentrations of reinforcement and the synergistic effect between the types of reinforcement used in the hybrid structure. Results reveal that all the strengthening types improved flexural strength, toughness, and electrical conductivity by about an order of magnitude compared to the reference specimens. Specifically, the hybrid-modified mortars presented a marginal reduction of 1.5% in compressive strength and an increase in flexural strength of 21%. The hybrid-modified mortar absorbed the most energy, 1509%, 921%, and 544% more than the reference mortar, nano-modified mortar, and micro-modified mortar, respectively. The change rate of impedance, capacitance, and resistivity in piezoresistive 28-day hybrid mortars improved the tree ratios by 289%, 324%, and 576%, respectively, for nano-modified mortars and by 64%, 93%, and 234%, respectively, for micro-modified mortars.
本文介绍了一种对碳纳米、微和混合改性水泥砂浆进行实验研究的结果,以评估其机械性能、能量吸收、电导率和压阻灵敏度。使用了三种单壁碳纳米管(SWCNT)的量,即水泥质量的 0.05wt.%、0.1wt.%和 0.2wt.%,来制备纳米改性水泥基试件。在微尺度改性中,在基质中掺入了 0.05wt.%、0.5wt.%和 1.0wt.%的碳纤维(CF)。通过添加优化量的 CF 和 SWCNT 来增强混合改性水泥砂浆。通过测量电阻率的变化来研究改性砂浆的智能性,即其压阻行为。增强复合材料机械和电性能的有效参数是增强材料的不同浓度和混合结构中使用的增强材料类型的协同效应。结果表明,与参考试件相比,所有增强类型都将弯曲强度、韧性和电导率提高了约一个数量级。具体而言,混合改性砂浆的抗压强度略有降低 1.5%,而弯曲强度提高了 21%。混合改性砂浆吸收的能量最多,比参考砂浆、纳米改性砂浆和微改性砂浆分别多吸收了 1509%、921%和 544%。压阻 28 天混合砂浆的阻抗、电容和电阻率变化率分别使纳米改性砂浆的比值提高了 289%、324%和 576%,使微改性砂浆的比值分别提高了 64%、93%和 234%。