“…This has been attributed to the filling of mesopores and the creation of a denser microstructure due to a good interaction between the hydration products and CNTs. This finding is also supported by the work of Guan et al [ 21 ], which demonstrated a formation of a compact microstructure after the addition of CNTs. A reduction in porosity ranging between 25% and 47%, also linked with the growth of hydration products into the voids and inter-hydrate spaces of cementitious matrix, has been demonstrated in [ 22 ] for CNTs and CNTs-graphene oxide cementitious nanocomposites.…”
Section: Introductionsupporting
confidence: 83%
“…The imperative need to improve the performance of conventional cementitious materials and to impart multi-functionality and smartness in structures has stimulated great scientific interest towards the use of carbon-based nano-inclusions in cementitious materials [ 13 , 14 , 15 , 16 , 17 ]. Many studies, based on microstructural analysis, suggest that carbon nanotubes (CNTs) contribute to the refinement of the pore network as well as bridging of micro-cracks [ 18 , 19 , 20 , 21 , 22 , 23 ]. More specifically, in the work of Parveen et al [ 18 ], Nochaiya and Chaipanich [ 19 ], and Ghahari et al [ 20 ] authors reported a drop in both porosity and total surface area in CNT-modified cement-based materials.…”
Section: Introductionmentioning
confidence: 99%
“…A reduction in porosity ranging between 25% and 47%, also linked with the growth of hydration products into the voids and inter-hydrate spaces of cementitious matrix, has been demonstrated in [ 22 ] for CNTs and CNTs-graphene oxide cementitious nanocomposites. Furthermore, in [ 21 , 23 ] the study of the fracture surface of CNT-modified cementitious materials revealed a crack-bridging effect of the nano-phase. This effect leads to crack reduction and enhancement of strength and fracture energy.…”
Τhe present study investigates the pore structure and transport properties of carbon nanotube-modified cementitious mortars after exposure to freeze-thaw cycles and immersion to sulfate ion solution (sulfate attack) and compares them to those of un-exposed mortars. The effect of parameters related to carbon nanotube content (within the range of 0.2–0.8 wt.%) and type of dispersant (superplasticizer/surfactant) are investigated. It is found that carbon nanotube inclusion results, overall, in a significant drop of the total porosity before exposure. Results demonstrate that environmental exposure leads to a reduction of the fraction of small diameter pores and a respective increase in capillary porosity for both dispersive agents compared to un-exposed specimens. Diffusion coefficients of nano-modified specimens are lower compared to those of un-modified mortars, both before exposure and after sulfate attack. In the case of freeze-thaw cycling, the diffusion coefficients were found to be higher in carbon nanotube-modified mortars when surfactants were used as dispersants, although with improved gas permeability values.
“…This has been attributed to the filling of mesopores and the creation of a denser microstructure due to a good interaction between the hydration products and CNTs. This finding is also supported by the work of Guan et al [ 21 ], which demonstrated a formation of a compact microstructure after the addition of CNTs. A reduction in porosity ranging between 25% and 47%, also linked with the growth of hydration products into the voids and inter-hydrate spaces of cementitious matrix, has been demonstrated in [ 22 ] for CNTs and CNTs-graphene oxide cementitious nanocomposites.…”
Section: Introductionsupporting
confidence: 83%
“…The imperative need to improve the performance of conventional cementitious materials and to impart multi-functionality and smartness in structures has stimulated great scientific interest towards the use of carbon-based nano-inclusions in cementitious materials [ 13 , 14 , 15 , 16 , 17 ]. Many studies, based on microstructural analysis, suggest that carbon nanotubes (CNTs) contribute to the refinement of the pore network as well as bridging of micro-cracks [ 18 , 19 , 20 , 21 , 22 , 23 ]. More specifically, in the work of Parveen et al [ 18 ], Nochaiya and Chaipanich [ 19 ], and Ghahari et al [ 20 ] authors reported a drop in both porosity and total surface area in CNT-modified cement-based materials.…”
Section: Introductionmentioning
confidence: 99%
“…A reduction in porosity ranging between 25% and 47%, also linked with the growth of hydration products into the voids and inter-hydrate spaces of cementitious matrix, has been demonstrated in [ 22 ] for CNTs and CNTs-graphene oxide cementitious nanocomposites. Furthermore, in [ 21 , 23 ] the study of the fracture surface of CNT-modified cementitious materials revealed a crack-bridging effect of the nano-phase. This effect leads to crack reduction and enhancement of strength and fracture energy.…”
Τhe present study investigates the pore structure and transport properties of carbon nanotube-modified cementitious mortars after exposure to freeze-thaw cycles and immersion to sulfate ion solution (sulfate attack) and compares them to those of un-exposed mortars. The effect of parameters related to carbon nanotube content (within the range of 0.2–0.8 wt.%) and type of dispersant (superplasticizer/surfactant) are investigated. It is found that carbon nanotube inclusion results, overall, in a significant drop of the total porosity before exposure. Results demonstrate that environmental exposure leads to a reduction of the fraction of small diameter pores and a respective increase in capillary porosity for both dispersive agents compared to un-exposed specimens. Diffusion coefficients of nano-modified specimens are lower compared to those of un-modified mortars, both before exposure and after sulfate attack. In the case of freeze-thaw cycling, the diffusion coefficients were found to be higher in carbon nanotube-modified mortars when surfactants were used as dispersants, although with improved gas permeability values.
“…Ultrasonication can be used to achieve a homogeneous dispersion of CNTs in the cementitious matrix, combining sonication with shear mixing methods, such as the mechanical, magnetic, and hand-stirring methods. The ultrasonication process is the most used technique [3,9,29] due to its rapid separation of nanoparticles from aggregated bundles and collapsing cavitation bubbles. Well-designed ultrasonication with sufficient ultrasonication energy can disperse the CNTs uniformly.…”
Section: Dispersion Of Cntsmentioning
confidence: 99%
“…Moreover, the compatibility between cement hydration and CNTs was observed to be very good, and the microstructure of the hydration product improved. Carbon nanotubes can act as a nucleating agent [19,29] for calcium silicate hydrate (C-S-H) and enhance the mechanical properties of cementitious composites (Figure 9). CNTs introduced into cement-based composites create sites for the hydration process and lead to a stronger and denser microstructure.…”
Section: Mechanical Properties Of Cementitious Composites Incorporatimentioning
Excellent mechanical properties and chemical stability make carbon nanotubes (CNTs) some of the most promising nanomaterials that can be used in cementitious composites to improve their performance. However, the difficulty of CNTs’ dispersion within the cementitious structure still exists and thus prevents the homogeneous distribution of CNTs. The homogeneous distribution of CNTs within a composite structure plays an essential role that can have a positive effect on the mechanical performance of CNT-cement composites. This paper introduces the methods for the production of CNTs and provides useful information about the influence of CNTs on the flowability, mechanical performance, microstructural changes and hydration of cement composites. The influences of water-cement ratio, used surfactants and various doses of CNTs on the properties of cementitious composites were also studied.
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