Self-heating characteristics of electrically conductive cement composites with carbon black and carbon fiber

被引:53
|
作者
Gwon, Seongwoo [1 ,2 ]
Kim, Hyunjun [3 ]
Shin, Myoungsu [4 ]
机构
[1] Hankyong Natl Univ, Sch Civil & Environm Engn, 327 Jungang Ro, Anseong 17579, Gyeonggi Do, South Korea
[2] Hankyong Natl Univ, Construct Engn Res Inst, 327 Jungang Ro, Anseong 17579, Gyeonggi Do, South Korea
[3] Seoul Natl Univ Sci & Technol, Dept Civil Engn, 232 Gongneung Ro, Seoul 01811, South Korea
[4] Ulsan Natl Inst Sci & Technol UNIST, Dept Urban & Environm Engn, 50 UNIST Gil, Ulsan 44919, South Korea
来源
CEMENT & CONCRETE COMPOSITES | 2023年 / 137卷
基金
新加坡国家研究基金会;
关键词
Cement composite; Electric resistivity; Self-heating; Carbon black; Carbon fiber; Electrical curing; DAMAGE; CNT;
D O I
10.1016/j.cemconcomp.2023.104942
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aimed to investigate the self-heating characteristics of electrically conductive cement composites (ECCCs) and propose an effective and affordable mix design for ECCC blocks that are applicable to the accel-erated curing of concrete with carbon black and carbon fibers employed as conductive agents. Twelve mix proportions were prepared by varying the carbon black and carbon fiber contents. A voltage application protocol was designed and used to examine the self-heating capacities of the mixtures. The results show that the presence of carbon fibers was critical so that the electrical resistivities of ECCCs with 0.2 vol% carbon fibers were less than 0.16% of that without conductive agents. For a given content of carbon fiber, an increase in the carbon black content up to 0.8 vol% led to a drastic decrease in electrical resistivity, and achieved the highest average surface temperature of ECCC equal to approximately 77 degrees C. However, the use of 1.2 vol% carbon black caused an in-crease in the electrical resistivity. Further, the trends were in accordance with the change in the dispersion degree of carbon black, as analyzed via fluorescence microscopy. Finally, two selected ECCC blocks (with 0.4 vol % carbon fiber and 0 vol% or 0.8 vol% carbon black) were tested for the accelerated curing of ordinary cement paste, charged at 25 V DC for 24 h. The cement paste cured using the blocks with 0.8 vol% carbon black attained more hydrated phases, and at least an 11% reduction in porosity at 24 h of curing.
引用
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页数:13
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