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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2016, Vol. 10 Issue (2): 180-188   https://doi.org/10.1007/s11709-015-0325-7
  本期目录
Acid-treated carbon nanotubes and their effects on mortar strength
M. ELKASHEF1,*(),K. WANG1,M. N. ABOU-ZEID2
1. Civil, Construction and Environmental Engineering Department, Iowa State University, Ames, IA 50011-2151, USA
2. Construction and Architectural Engineering Department, The American University in Cairo, Egypt
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Abstract

In the present study, multi-walled carbon nanotubes (MWCNTs) were treated in an acidic mixture solution, made with nitric and sulfuric acids in a ratio of 3:1 by volume. The durations of the treatment were 100 and 180 min. The defects of these treated MWCNTs were examined using Raman spectroscopy. The attachment of hydroxyl functional groups to the walls of the MWCNTs were verified using FTIR spectroscopy. The dispersion of CNTs with acid treatment is assessed using UV-Vis spectroscopy and Scanning Electron Microscopy (SEM). The results indicate that the duration of the acid treatment has significant effect on both the degree of defects and functionality of the MWCNT. The compressive strength of mortar increased with the addition of the acid-treated MWCNTs; however, no appreciable difference was noted for the two treatment durations under this study.

Key wordscarbon nanotubes    concrete    composites    nanomaterials    cement
收稿日期: 2015-04-10      出版日期: 2016-05-11
Corresponding Author(s): M. ELKASHEF   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2016, 10(2): 180-188.
M. ELKASHEF,K. WANG,M. N. ABOU-ZEID. Acid-treated carbon nanotubes and their effects on mortar strength. Front. Struct. Civ. Eng., 2016, 10(2): 180-188.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-015-0325-7
https://academic.hep.com.cn/fsce/CN/Y2016/V10/I2/180
SiO2 Al2O3 Fe2O3 CaO MgO SO3 LOI
21.65 4.53 3.13 63.0 1.56 2.46 2.34
Tab.1  
Fig.1  
Fig.2  
Fig.3  
Fig.4  
CNT CNT100 CNT180
ratio of D- to G-bands 1.08 1.28 1.33
Tab.2  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
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