The mechanical properties, microstructures and mechanism of carbon nanotube-reinforced oil well cement-based nanocomposites

被引:51
作者
Lu, Shichao [1 ]
Wang, Xiaoyan [1 ,2 ]
Meng, Zhaorui [1 ]
Deng, Qingchun [1 ]
Peng, Fangfang [1 ]
Yu, Chengcheng [1 ]
Hu, Xu [1 ]
Zhao, Yi [1 ]
Ke, Yangchuan [1 ]
Qi, Fengzhong [2 ]
机构
[1] China Univ Petr, Coll Sci, Nanochem Key Lab, China Natl Petr Corp, Beijing 102249, Peoples R China
[2] CNPC Drilling Res Inst, Beijing 102206, Peoples R China
基金
中国国家自然科学基金;
关键词
STEEL FIBERS; BEHAVIOR; STRENGTH; COMPOSITES; MORTAR; CNT; PERMEABILITY; NANOFIBERS; RESISTANCE; DISPERSION;
D O I
10.1039/c9ra04723a
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
High performance cement-based nanocomposites were successfully fabricated through the use of oil well cement filled with multiwalled carbon nanotubes (MWCNTs) as reinforcements. The dispersibilities of four dispersing agents for the MWCNTs were investigated and compared. The dispersed morphologies and structural characteristics of the MWCNTs were analyzed via TEM, FTIR and Raman spectroscopy studies. The effects of MWCNT addition on the rheological behavior and fluidity of oil well cement slurry were discussed. The mechanical properties of the cement-based nanocomposites with different MWCNT content values and different curing ages were explored and analyzed. Furthermore, the microstructures of the MWCNT reinforced cementitious nanocomposites were characterized via XRD, SEM, EDS, total porosity and pore size distribution studies. The results demonstrated that the 28 day compressive strength and 28 day flexural strength of the 0.05 wt% MWCNT cementitious nanocomposite increased by 37.50% and 45.79%, respectively, compared with a pure cement matrix. The elastic moduli of a 0.05 wt% MWCNT cementitious sample declined by 19.07% and 35.39% under uniaxial and triaxial stress, respectively. XRD and pore structure analysis indicated that the MWCNTs could accelerate the hydration process, increase the amount of hydration products and optimize the pore size distribution within the matrix. Additionally, crack bridging, pulling out, network filling and a calcium-silicate-hydrate (C-S-H) phase were exhibited by SEM images. Meanwhile, the reinforcing and toughening mechanism of MWCNTs was also discussed; these had a beneficial influence on the mechanical properties.
引用
收藏
页码:26691 / 26702
页数:12
相关论文
共 60 条
[1]  
American Society for Testing and Materials [ASTM], 2014, C34914 ASTM
[2]  
[Anonymous], 2014, C34814 ASTM
[3]  
[Anonymous], 2014, ASTM C305
[4]   Surface decoration of carbon nanotubes and mechanical properties of cement/carbon nanotube composites [J].
Cwirzen, A. ;
Habermehl-Cwirzen, K. ;
Penttala, V. .
ADVANCES IN CEMENT RESEARCH, 2008, 20 (02) :65-73
[5]   Atomic force microscopy and nanoindentation of cement pastes with nanotube dispersions [J].
de Ibarra, Y. Saez ;
Gaitero, J. J. ;
Erkizia, E. ;
Campillo, I. .
PHYSICA STATUS SOLIDI A-APPLICATIONS AND MATERIALS SCIENCE, 2006, 203 (06) :1076-1081
[6]   Mechanical Properties and Durability of CNT Cement Composites [J].
del Carmen Camacho, Maria ;
Galao, Oscar ;
Javier Baeza, Francisco ;
Zornoza, Emilio ;
Garces, Pedro .
MATERIALS, 2014, 7 (03) :1640-1651
[7]   COMPOSITE BASED ON FOAM LIME MORTAR WITH FLAX FIBERS FOR USE IN THE BUILDING INDUSTRY [J].
Fic, Stanislaw ;
Brzyski, Przemyslaw ;
Szelag, Maciej .
ECOLOGICAL CHEMISTRY AND ENGINEERING A-CHEMIA I INZYNIERIA EKOLOGICZNA A, 2013, 20 (7-8) :899-907
[8]   Review of nanocarbon-engineered multifunctional cementitious composites [J].
Han, Baoguo ;
Sun, Shengwei ;
Ding, Siqi ;
Zhang, Liqing ;
Yu, Xun ;
Ou, Jinping .
COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2015, 70 :69-81
[9]   Behavior of composite cement pastes containing microsilica and fly ash at elevated temperature [J].
Heikal, Mohamed ;
El-Didamony, H. ;
Sokkary, T. M. ;
Ahmed, I. A. .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 38 :1180-1190
[10]   Effect of steel fibres on mechanical properties of high-strength concrete [J].
Holschemacher, K. ;
Mueller, T. ;
Ribakov, Y. .
MATERIALS & DESIGN, 2010, 31 (05) :2604-2615