2011
DOI: 10.1016/j.compositesb.2011.05.020
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A quantitative method for analyzing the dispersion and agglomeration of nano-particles in composite materials

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Cited by 84 publications
(50 citation statements)
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“…CNFs can be commercially available at a much lower cost and high volumes in comparison with CNTs. The CNF material is easy to handle and overcomes all the main challenges resulting from dispersion, processing, and handling normally associated with other carbon nanomaterials (CNMs) [17][18][19][20]. The CNF material is considered as a reinforcement or conductive nanofiller for preparation of composites due to the nanofiber mechanical (tensile strength ∼ 3 GPa), and physical properties (electrical conductivity ∼103 S/cm) [21].…”
Section: Introductionmentioning
confidence: 99%
“…CNFs can be commercially available at a much lower cost and high volumes in comparison with CNTs. The CNF material is easy to handle and overcomes all the main challenges resulting from dispersion, processing, and handling normally associated with other carbon nanomaterials (CNMs) [17][18][19][20]. The CNF material is considered as a reinforcement or conductive nanofiller for preparation of composites due to the nanofiber mechanical (tensile strength ∼ 3 GPa), and physical properties (electrical conductivity ∼103 S/cm) [21].…”
Section: Introductionmentioning
confidence: 99%
“…To date, three common methods have been used to analyze the dispersion of CNTs or CNFs in aqueous solutions. These are optical microscopy, electron microscopy (using both scanning electron microscopes (SEM) and transmission electron microscopes (TEM)), and ultraviolet-visible (UVVis) spectroscopy (Tyson et al, 2011). These authors developed a method for quantifying the dispersion and agglomeration of both carbon nanofi bers and carbon nanotubes within an aqueous solution.…”
Section: The Problem Of Effi Cient Nanoparticle Dispersionmentioning
confidence: 99%
“…The milky colour of the upper three samples was a consequence of penetration of the saline solution (Šauman 1965;Hill et al 2001) into the structure of the film and subsequently into the base concrete, which manifested itself by a soaking and optical darkening of the base. The relatively massive penetration of the saline solution into the old dispersion film was probably caused by the lowered diffusion resistance of the film (Henning, Lach 1983;Matoušek, Drochytka 1998) due to greater dimensions of the agglomerated dispersion particles (Tyson et al 2011;Pedraza, Soucek 2007). A certain penetration of the deicing solution under the layer of the dispersion film…”
Section: Change In the Chemical Properties Of A Dried Dispersion Filmmentioning
confidence: 99%