Dispersion and reinforcement efficiency of carbon nanotubes in cementitious composites

被引:53
作者
Ahmed, Hawreen [1 ]
Bogas, Jose Alexandre [1 ]
Guedes, Mafalda [2 ,3 ]
Costa Pereira, Manuel Francisco [4 ]
机构
[1] Univ Lisbon, Inst Super Tecn, CERIS ICIST, DECivil, Ave Rovisco Pais, Lisbon, Portugal
[2] Inst Politecn Setubal, Setubal Sch Technol, CDP2T, DEM, Campus IPS, Estefanilha, Setubal, Portugal
[3] Univ Lisbon, Inst Super Tecn, CeFEMA, Ave Rovisco Pais 1, Lisbon, Portugal
[4] Univ Lisbon, Inst Super Tecn, CERENA, Ave Rovisco Pais, Lisbon, Portugal
关键词
cement; cementitious materials; compressive strength; fibre-reinforced concrete; MECHANICAL-PROPERTIES; BEHAVIOR; STRENGTH; MICROSTRUCTURE; TOUGHNESS;
D O I
10.1680/jmacr.17.00562
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cement pastes reinforced with various concentrations of functionalised and unfunctionalised carbon nanotubes (CNTs) with different aspect ratios were studied in terms of their dispersion and reinforcement efficiency. Mechanical strength was correlated with geometrical characteristics of CNTs, as well as the microstructure of reinforced pastes. Optimal CNTs of 0.05-0.1 wt% were found effective in increasing the flexural and compressive strength of reinforced pastes up to 36% and 27%, respectively. Efficiently dispersed CNTs were effective in bridging microcracks up to around 1 mu m width. The CNTs did not significantly affect the phase composition of cement pastes but accelerated the hydration process. Based on a proposed equation, strength improvement was correlated with CNT aspect ratio and volume concentration. This equation establishes guidelines for maximised strength development based on geometrical and compositional parameters; it can be used for more rational design of CNT-reinforced cement materials, covering different compositions, as well as types and amounts of CNTs.
引用
收藏
页码:408 / 423
页数:16
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