A smart connection materials exploration used in prefabricated construction: Effects of MWCNTs and MSF on self-sensing grout

被引:0
作者
Li, Yubo [1 ,2 ,3 ,4 ]
Cai, Yaqiong [1 ]
He, Xingyang [1 ,3 ,4 ]
Su, Ying [1 ,3 ,4 ]
Lei, Wuyi [1 ]
Wang, Yingbin [1 ,3 ,4 ]
Yang, Jin [1 ,3 ,4 ]
Su, Jun [1 ,3 ,4 ]
机构
[1] Hubei Univ Technol, Sch Civil Engn Architecture & Environm, Wuhan 430070, Peoples R China
[2] Hubei Univ Technol, Hubei Prov Key Lab Green Mat Light Ind, Wuhan 430068, Peoples R China
[3] Hubei Univ Technol, Bldg Waterproof Engn & Technol Res Ctr Hubei Prov, Wuhan 430068, Peoples R China
[4] Hubei Univ Technol, Key Lab Intelligent Hlth Percept & Ecol Restorat R, Minist Educ, Wuhan 430068, Peoples R China
基金
中国国家自然科学基金;
关键词
Self-sensing grout; MWCNTs; Micro-steel fibers; Load sensitivity; CARBON NANOTUBE; CEMENTITIOUS COMPOSITES; ELECTRICAL-RESISTIVITY; MECHANICAL-PROPERTIES; STEEL-FIBER; STRAIN; CNT;
D O I
10.1016/j.jobe.2025.112208
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Developing a self-sensing high-strength grout (SSHG) has a great competition in structural NDT of prefabricated construction. However, only a limited number of studies have addressed the topic of SSHG, and comprehensive studies on its preparation and properties have not been extensively reported. In this study, the effects of MWCNTs (length of 10 mu m, diameter of 15 nm) and Microsteel fibers (MSF, length of 8 mm, diameter of 0.12 mm) as fillers on fundamental properties, conductivity and load sensitivity were investigated systematically. The results showed that the introduction of fillers affected the workability and volume expansivity of the grout to varying degrees, despite improvements in mechanical strength. For a specified w/b ratio of 0.24, the volume incorporation of MWCNTs should not exceed 0.2 % to ensure adequate fluidity. The DC resistivity changes under different curing age and ambient temperature (20 degrees C, 20 degrees C and 40 degrees C) were explored, confirming that the incorporation of 0.15-0.2 vol% MWCNTs can mitigate the interference of aging and temperature fluctuations. The optimal sensing capacity of SSHG was validated by two types of cycle compression, the FCR of 0.2 vol% MWCNTs and 0.15 vol% MWCNTs & 0.05 vol% MSF reached to 30.21 % and 30.96 % under 18.75 MPa compression respectively. The sensing mechanism and stability were further discussed. This provides a new idea for NDT of prefabricated construction.
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页数:22
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