Synergistic strengthening mechanism of Portland cement paste reinforced by a triple hybrid of graphene oxide, functionalized carbon nanotube, and nano-silica

被引:32
作者
Kim, Gyeongryul [1 ]
Suh, Hyeongwon [1 ]
Cho, Seongmin [1 ]
Im, Sumin [1 ]
Nezhad, Erfan Zal [2 ]
Seok, Seungwook [3 ]
Choi, Changsik [1 ]
Bae, Sungchul [1 ]
机构
[1] Hanyang Univ, Dept Architectural Engn, Seoul, South Korea
[2] Univ Texas San Antonio, Dept Biomed Engn & Chem Engn, San Antonio, TX USA
[3] Purdue Univ, Lyles Sch Civil Engn, W Lafayette, IN 47907 USA
基金
新加坡国家研究基金会;
关键词
Graphene oxide; Functionalized carbon nanotube; Nano-silica; Synergistic effect; Dispersion; Hydration; HYDRATION PRODUCTS; MICROSTRUCTURE; COMPOSITES; DISPERSION; PERFORMANCE; SUPERPLASTICIZER; NANOSILICA; CONCRETE; BEHAVIOR; EXPANSION;
D O I
10.1016/j.conbuildmat.2022.129017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the synergistic strengthening mechanism of graphene oxide (GO), functionalized carbon nanotubes (f-CNT), and nano-silica (NS) triple hybrid-reinforced Portland cement composite. GO was selected as the variable owing to the synergistic effect of GO with both f-CNTs and NS upon dispersion by forming bonds with both nanomaterials. At a low GO dosage (similar to 0.03 wt% of cement), the bond between GO and NS deteriorated the dispersion in Ca2+-rich solution due to the overly attached NS on the GO surface. The highest GO fraction (0.05 wt%) also led to poor dispersion as the excess GO was agglomerated by Ca2+ ions. However, an optimal amount of GO (0.04 wt%) significantly improved the dispersion quality. The enhanced dispersion of the triple hybrid positively influenced the hydration degree and mechanical performance of the cement paste (133 % and 156 % for compressive and tensile splitting strength compared to OPC) and the pozzolanic reactivity of NS.
引用
收藏
页数:18
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