Technical Papers
Aug 28, 2024

Water Permeability Monitoring Based on the Electrical Signal Changes of Piezoresistive Cementitious Composites

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 11

Abstract

Water significantly influences the electrical resistivity and piezoresistive performance of piezoresistive cementitious composites (PCCs). In existing studies, it has been difficult to reflect the actual water permeability in real structures using overall moisture content of specimens. Thus, to facilitate structural health monitoring of piezoresistive cement-based sensors in aquatic service, this study evaluated cementitious composites containing multiwalled carbon nanotubes to create a piezoresistive cement-based sensor. The variations in electrical signals were monitored to assess the internal water permeability of the specimens. An improved method for the installation of laterally arranged copper electrode meshes was developed. The changes in electrical resistivity and gauge factors before and after water permeability experiment were defined as the fractional change in permeability electrical resistivity (FCPR) and the fractional change in gauge factor (FCGF), respectively. These metrics were utilized to assess the extent of water permeability in the water-permeated specimens based on the ranges of FCPR and FCGF. The experimental results indicated that (1) with an increase in water permeability time, the moisture content and seepage height of the water-permeated specimens gradually increase, the degree of decrease in electrical resistivity becomes more pronounced, and FCR has an increasing fluctuation with periodic rises and falls under the same connection; (2) the electrical signals in the semidry region above the water mark exhibit slight fluctuations, indicating that the piezoresistive cement-based sensor can provide advanced warning of water permeability; and (3) the more extensive the water permeability, the higher are the FCPR and FCGF exhibited by the piezoresistive cement-based sensors, allowing for the assessment of water permeation. This study provides a new understanding of the unique properties and potential applications of piezoresistive cement-based sensors in aquatic environments, paving the way for their future application in monitoring and maintaining aquatic services.

Practical Applications

This paper introduces a piezoresistive cement-based sensor formed by incorporating carbon nanotubes into cementitious composites. However, during service of structural health monitoring in concrete structures using piezoresistive cement-based sensors. In contrast to other studies aiming to mitigate the impact of moisture, this paper leverages the high sensitivity of the piezoresistive cement-based sensor to moisture. The water permeation in the water-permeated specimens is evaluated through changes in the electrical signals. The objective is to establish the transverse and longitudinal arrangement of piezoresistive cement-based sensors arrays in RC structures in aquatic service for water permeability monitoring and damage monitoring. As the water gradually permeates the RC structure, the piezoresistive cement-based sensors at different water permeability conditions exhibit distinct electrical signal changes. This will allow for advanced warning of steel corrosion and real-time monitoring of damage development in aquatic service for RC structures.

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Data Availability Statement

Some or all data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to acknowledge the financial support by the Innovation Capability Support Program of Shaanxi (Program No. 2022TD-05), the “Sanqin Scholar” innovation team of Shaanxi, the “Scientists+Engineers” Team Construction Project of Qinchuangyuan, Shaanxi Province (Grant No. 2022KXJ-094), and Technology Innovation Leading Program of Shaanxi (Program No. 2023GXLH-057).

References

Belli, A., A. Mobili, T. Bellezze, and F. Tittarelli. 2020. “Commercial and recycled carbon/steel fibers for fiber-reinforced cement mortars with high electrical conductivity.” Cem. Concr. Compos. 109 (May): 103569. https://doi.org/10.1016/j.cemconcomp.2020.103569.
Cao, J. Y., and D. D. L. Chung. 2004. “Electric polarization and depolarization in cement-based materials, studied by apparent electrical resistance measurement.” Cem. Concr. Res. 34 (3): 481–485. https://doi.org/10.1016/j.cemconres.2003.09.003.
Chang, H. L., Z. W. Zuo, M. Y. Qu, F. Wang, Z. Ge, and J. Liu. 2019. “Influence of pore structure on chloride penetration in cement pastes subject to wetting-drying cycles.” Adv. Mater. Sci. Eng. 2019 (Apr): 1–10. https://doi.org/10.1155/2019/3909348.
Chen, C. W., M. H. Lee, and S. J. Clark. 2004. “Gas molecule effects on field emission properties of single-walled carbon nanotube.” Diamond Relat. Mater. 13 (4–8): 1306–1313. https://doi.org/10.1016/j.diamond.2003.11.081.
Dinesh, A., S. T. Sudharsan, and S. Haribala. 2021. “Self-sensing cement-based sensor with carbon nanotube: Fabrication and properties—A review.” Mater. Today: Proc. 46 (12): 5801–5807. https://doi.org/10.1016/j.matpr.2021.02.722.
Ding, S. Q., Y. F. Ruan, X. Yu, B. G. Han, and Y. Q. Ni. 2019a. “Self-monitoring of smart concrete column incorporating CNT/NCB composite fillers modified cementitious sensors.” Constr. Build. Mater. 201 (20): 127–137. https://doi.org/10.1016/j.conbuildmat.2018.12.203.
Ding, Y., Y. Yang, R. G. Liu, T. Xiao, and J. H. Tian. 2019b. “Study on pressure sensitivity of smart polymer concrete based on steel slag.” Measurement 140 (July): 14–21. https://doi.org/10.1016/j.measurement.2019.03.040.
Dong, W. K., W. G. Li, Y. P. Guo, F. L. Qu, K. J. Wang, and D. C. Sheng. 2022. “Piezoresistive performance of hydrophobic cement-based sensors under moisture and chloride-rich environments.” Cem. Concr. Compos. 126 (Feb): 104379. https://doi.org/10.1016/j.cemconcomp.2021.104379.
Dong, W. K., W. G. Li, N. Lu, F. L. Qu, K. Vessalas, and D. C. Sheng. 2019a. “Piezoresistive behaviours of cement-based sensor with carbon black subjected to various temperature and water content.” Composites, Part B 178 (1): 107488. https://doi.org/10.1016/j.compositesb.2019.107488.
Dong, W. K., W. G. Li, Z. Tao, and K. J. Wang. 2019b. “Piezoresistive properties of cement-based sensors: Review and perspective.” Constr. Build. Mater. 203 (10): 146–163. https://doi.org/10.1016/j.conbuildmat.2019.01.081.
Dong, W. K., W. G. Li, X. Q. Zhu, D. C. Sheng, and S. P. Shah. 2021. “Multifunctional cementitious composites with integrated self-sensing and hydrophobic capacities toward smart structural health monitoring.” Cem. Concr. Compos. 118 (3): 103962. https://doi.org/10.1016/j.cemconcomp.2021.103962.
Ebead, U., D. Lau, F. Lollini, A. Nanni, P. Suraneni, and T. Yu. 2022. “A review of recent advances in the science and technology of seawater-mixed concrete.” Cem. Concr. Res. 152 (Feb): 106666. https://doi.org/10.1016/j.cemconres.2021.106666.
Fan, W., Z. W. Zhong, X. Huang, W. B. Sun, and W. Mao. 2022. “Multi-platform simulation of reinforced concrete structures under impact loading.” Eng. Struct. 266 (1): 114523. https://doi.org/10.1016/j.engstruct.2022.114523.
Gong, Y. F., Z. Y. Xie, G. H. Chen, and D. W. Zhang. 2022. “Influence of cementitious material infiltration on piezoresistive effect of carbon fiber bundle.” J. Mater. Civ. Eng. 34 (4): 04022023. https://doi.org/10.1061/JMCEE7.MTENG-14701.
Gordan, M., S. R. Sabbagh-Yazdi, Z. Ismail, K. Ghaedi, P. Carroll, D. McCrum, and B. Samali. 2022. “State-of-the-art review on advancements of data mining in structural health monitoring.” Measurement 193 (Apr): 110939. https://doi.org/10.1016/j.measurement.2022.110939.
Han, B. G., K. Zhang, X. Yu, E. Kwon, and J. P. Ou. 2012. “Fabrication of piezoresistive CNT/CNF cementitious composites with superplasticizer as dispersant.” J. Mater. Civ. Eng. 24 (6): 658–665. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000435.
Hu, Z. J., T. Shi, M. Q. Cen, J. M. Wang, X. Y. Zhao, C. Zeng, Y. Zhou, Y. J. Fan, Y. M. Liu, and Z. F. Zhao. 2022. “Research progress on lunar and Martian concrete.” Constr. Build. Mater. 343 (8): 128117. https://doi.org/10.1016/j.conbuildmat.2022.128117.
Kashif Ur Rehman, S., S. Kumarova, S. Ali Memon, M. Faisal Javed, and M. Jameel. 2020. “A review of microscale, rheological, mechanical, thermoelectrical and piezoresistive properties of graphene based cement composite.” Nanomaterials 10 (10): 2076. https://doi.org/10.3390/nano10102076.
Kim, G. M., I. W. Nam, B. Yang, H. N. Yoon, H. K. Lee, and S. Park. 2019. “Carbon nanotube (CNT) incorporated cementitious composites for functional construction materials: The state of the art.” Compos. Struct. 227 (1): 111244. https://doi.org/10.1016/j.compstruct.2019.111244.
Lan, C. M., H. G. Xiao, M. Liu, G. J. Wang, and M. Ma. 2018. “Improved piezoresistivity of cement-based composites filled with aligned nickel powder.” Smart Mater. Struct. 27 (9): 095003. https://doi.org/10.1088/1361-665X/aacbb1.
Li, H., and J. P. Ou. 2009. “Smart concrete, sensors and self-sensing concrete structures.” Key Eng. Mater. 400–402 (Apr): 69–80. https://doi.org/10.4028/www.scientific.net/KEM.400-402.69.
Li, W. G., W. K. Dong, Y. P. Guo, K. J. Wang, and S. P. Shah. 2022. “Advances in multifunctional cementitious composites with conductive carbon nanomaterials for smart infrastructure.” Cem. Concr. Compos. 128 (Apr): 104454. https://doi.org/10.1016/j.cemconcomp.2022.104454.
Malekloo, A., E. Ozer, M. AlHamaydeh, and M. Girolami. 2022. “Machine learning and structural health monitoring overview with emerging technology and high-dimensional data source highlights.” Struct. Health Monit. 21 (4): 1906–1955. https://doi.org/10.1177/14759217211036880.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. 2009. Standard for test methods of long-term performance and durability of ordinary concrete. Part 6: Water permeability experiment. GB/T 50082-2009. Beijing: Standardization Administration of the People’s Republic of China.
Mittal, G., V. Dhand, K. Y. Rhee, S. J. Park, and W. R. Lee. 2015. “A review on carbon nanotubes and graphene as fillers in reinforced polymer nanocomposites.” J. Ind. Eng. Chem. 21 (25): 11–25. https://doi.org/10.1016/j.jiec.2014.03.022.
Monteiro, A. O., P. B. Cachim, and P. M. F. J. Costa. 2017a. “Self-sensing piezoresistive cement composite loaded with carbon black particles.” Cem. Concr. Compos. 81 (Aug): 59–65. https://doi.org/10.1016/j.cemconcomp.2017.04.009.
Monteiro, A. O., A. Loredo, P. M. F. J. Costa, M. Oeser, and P. B. Cachim. 2017b. “A pressure-sensitive carbon black cement composite for traffic monitoring.” Constr. Build. Mater. 154 (15): 1079–1086. https://doi.org/10.1016/j.conbuildmat.2017.08.053.
Ou, J. P., and B. G. Han. 2009. “Piezoresistive cement-based strain sensors and self-sensing concrete components.” J. Intell. Mater. Syst. Struct. 20 (3): 329–336. https://doi.org/10.1177/1045389X08094190.
Qaidi, S. M. A., D. S. Atrushi, A. S. Mohammed, H. U. Ahmed, R. H. Faraj, W. Emad, B. A. Tayeh, and H. M. Najm. 2022. “Ultra-high-performance geopolymer concrete: A review.” Constr. Build. Mater. 346 (5): 128495. https://doi.org/10.1016/j.conbuildmat.2022.128495.
Standardization Administration of the People’s Republic of China. 2007. Common Portland Cement. Part 7: Technical requirement. GB175-2007. Beijing: Standardization Administration of the People’s Republic of China.
Teomete, E. 2016. “The effect of temperature and moisture on electrical resistance, strain sensitivity and crack sensitivity of steel fiber reinforced smart cement composite.” Smart Mater. Struct. 25 (7): 075024. https://doi.org/10.1088/0964-1726/25/7/075024.
Wang, R. J., Z. Y. Hu, Y. Li, K. Wang, and H. Zhang. 2022. “Review on the deterioration and approaches to enhance the durability of concrete in the freeze–thaw environment.” Constr. Build. Mater. 321 (28): 126371. https://doi.org/10.1016/j.conbuildmat.2022.126371.
Wang, Y. L., Y. S. Wang, B. G. Han, B. L. Wan, G. C. Cai, and Z. Z. Li. 2018. “Strain monitoring of concrete components using embedded carbon nanofibers/epoxy sensors.” Constr. Build. Mater. 186 (20): 367–378. https://doi.org/10.1016/j.conbuildmat.2018.07.147.
Xu, J. X., T. J. Yin, Y. Wang, and L. Y. Liu. 2021. “Anisotropic electrical and piezoresistive sensing properties of cement-based sensors with aligned carbon fibers.” Cem. Concr. Compos. 116 (Feb): 103873. https://doi.org/10.1016/j.cemconcomp.2020.103873.
Yang, Q. L., P. F. Liu, Z. Ge, and D. W. Wang. 2020. “Self-sensing carbon nanotube-cement composite material for structural health monitoring of pavements.” J. Test. Eval. 48 (3): 1990. https://doi.org/10.1520/JTE20190170.
Zeng, X. H., C. B. Ling, Z. Pan, P. Wang, K. P. Li, X. W. Luo, and S. S. Ya. 2018. “Influence of capillary water absorption on resistivity of cement mortar.” [In Chinese.] J. Build. Mater. 21 (5): 714–719. https://doi.org/10.3969/j.issn.1007-9629.2018.05.003.
Zhan, M. M., G. H. Pan, F. F. Zhou, R. J. Mi, and S. P. Shah. 2020. “In situ-grown carbon nanotubes enhanced cement-based materials with multifunctionality.” Cem. Concr. Compos. 108 (Apr): 103518. https://doi.org/10.1016/j.cemconcomp.2020.103518.

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Journal of Materials in Civil Engineering
Volume 36Issue 11November 2024

History

Received: Nov 20, 2023
Accepted: Apr 9, 2024
Published online: Aug 28, 2024
Published in print: Nov 1, 2024
Discussion open until: Jan 28, 2025

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Doctoral Student, College of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. ORCID: https://orcid.org/0000-0002-9977-7113. Email: [email protected]
Zhenyu Zhang, Ph.D. [email protected]
Doctoral Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. Email: [email protected]
Yao Yao, M.ASCE [email protected]
Professor, College of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Civil and Architecture Engineering, Xi’an Technological Univ., Xi’an 710021, China (corresponding author). Email: [email protected]; [email protected]

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