Effects of CuO Nanoparticles on Microstructure, Physical, Mechanical and Thermal Properties of Self-Compacting Cementitious Composites

被引:43
作者
Nazari, Ali [1 ]
Riahi, Shadi [1 ]
机构
[1] Islamic Azad Univ, Dept Tech & Engn Sci, Saveh Branch, Saveh, Iran
关键词
Self-compacting concrete (SCC); CuO nanoparticles; Split tensile strength; Thermogravimetric analysis (TGA); X-ray diffraction (XRD); Pore structure; NANO-PARTICLES; NANO-SIO2; CONCRETE; ADMIXTURES; HYDRATION; SILICA; STRENGTH; MORTAR; FRESH; PASTE;
D O I
10.1016/S1005-0302(11)60030-3
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In the present study, split tensile strength of self-compacting concrete with different amount of CuO nanoparticles has been investigated. CuO nanoparticles with the average particle size of 15 nm were added partially to self compacting concrete and split tensile strength of the specimens has been measured. The results indicate that CuO nanoparticles are able to improve the split tensile strength of self compacting concrete and recover the negative effects of polycarboxylate superplasticizer on split tensile strength. CuO nanoparticle as a partial replacement of cement up to 4 wt% could accelerate C-S-H gel formation as a result of increased crystalline Ca(OH)(2) amount at the early ages of hydration. The increase of the CuO nanoparticles more than 4 wt% causes the decrease of the split tensile strength because of unsuitable dispersion of nanoparticles in the concrete matrix. Accelerated peak appearance in conduction calorimetry tests, more weight loss in thermogravimetric analysis and more rapid appearance of related peaks to hydrated products in X-ray diffraction (XRD) results all also indicate that CuO nanoparticles up to 4 wt% could improve the mechanical and physical properties of the specimens. Finally, CuO nanoparticles could improve the pore structure of concrete and shift the distributed pores to harmless and few-harm pores.
引用
收藏
页码:81 / 92
页数:12
相关论文
共 62 条
[21]  
Klug Y., 2003, Proceedings of 3rd International RILEM Symposium on Self-Compacting Concrete, Reykjavik, Iceland, P596
[22]  
Konig G., 2001, Proceedings of second international RILEM symposium on self-compacting concrete, Tokyo, P507
[23]   STUDY OF THE STRENGTH OF VERY YOUNG CONCRETE AS A FUNCTION OF THE AMOUNT OF HYDRATES FORMED - INFLUENCE OF SUPERPLASTICIZER [J].
LEGRAND, C ;
WIRQUIN, E .
MATERIALS AND STRUCTURES, 1994, 27 (166) :106-109
[24]   A study on mechanical and pressure-sensitive properties of cement mortar with nanophase materials [J].
Li, H ;
Xiao, HG ;
Ou, JP .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (03) :435-438
[25]   Flexural fatigue performance of concrete containing nano-particles for pavement [J].
Li, Hui ;
Zhang, Mao-hua ;
Ou, Jin-ping .
INTERNATIONAL JOURNAL OF FATIGUE, 2007, 29 (07) :1292-1301
[26]   Abrasion resistance of concrete containing nano-particles for pavement [J].
Li, Hui ;
Zhang, Mao-Hua ;
Ou, Jin-Ping .
WEAR, 2006, 260 (11-12) :1262-1266
[27]   Investigations on the preparation and mechanical properties of the nano-alumina reinforced cement composite [J].
Li, ZH ;
Wang, HF ;
He, S ;
Lu, Y ;
Wang, M .
MATERIALS LETTERS, 2006, 60 (03) :356-359
[28]   Improvements of nano-SiO2 on sludge/fly ash mortar [J].
Lin, D. F. ;
Lin, K. L. ;
Chang, W. C. ;
Luo, H. L. ;
Cai, M. Q. .
WASTE MANAGEMENT, 2008, 28 (06) :1081-1087
[29]   Effects of nano-SiO2 and different ash particle sizes on sludge ash-cement mortar [J].
Lin, K. L. ;
Chang, W. C. ;
Lin, D. F. ;
Luo, H. L. ;
Tsai, M. C. .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2008, 88 (04) :708-714
[30]   An assessment of optimal mixture for concrete made with recycled concrete aggregates [J].
Lin, YH ;
Tyan, YY ;
Chang, TP ;
Chang, CY .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (08) :1373-1380