Evaluation of microstructure and mechanical performance of CNT-reinforced cementitious composites at elevated temperatures

被引:61
|
作者
Zhang, L. W. [1 ]
Kai, M. F. [2 ,3 ]
Liew, K. M. [2 ,3 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai 200240, Peoples R China
[2] City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Hong Kong, Peoples R China
[3] City Univ Hong Kong, Shenzhen Res Inst, Shenzhen 518057, Peoples R China
基金
中国国家自然科学基金;
关键词
Experimental studies; CNT-reinforced cementitious composites; Microstructure; Thermo-mechanical performance; Elevated temperatures; MULTIWALLED CARBON NANOTUBES; HIGH-STRENGTH CONCRETE; MOLECULAR-DYNAMICS; PORE STRUCTURE; FIBER; DISPERSION; BEHAVIOR; DAMAGE; PASTE;
D O I
10.1016/j.compositesa.2017.02.001
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Experimental studies are carried out to examine the microstructure and mechanical performance of carbon nanotube (CNT) reinforced cementitious composites at elevated temperatures (25 degrees C, 200 degrees C, 400 degrees C and 600 degrees C). Two different contents (0.1% and 0.2% by weight of cement) of CNT are added to cement paste. X-ray powder diffraction (XRD) results show that CNT does not improve or impede the hydration of cement minerals at room temperature, while at higher temperatures the further hydration process caused by high-pressure steam is impeded by CNT. The morphology observed by scanning electron microscopy (SEM) indicates that the bridging effect of CNT can be maintained below 400 degrees C, while CNT is mostly spalled with the matrix on the walls of pores and gaps at 600 degrees C. The residual flexural and compressive strength are measured. The reinforcing effect of CNT is most obvious at 400 degrees C, which is due to the potential of CNT as channels for releasing high-pressure steam. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:286 / 293
页数:8
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