2016
DOI: 10.1016/j.commatsci.2015.11.009
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A new micromechanics model and effective elastic modulus of nanotube reinforced composites

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Cited by 46 publications
(15 citation statements)
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“…These parameters are usually evaluated based on the experimental observation of micrographs. According to the previous studies on the elastic modulus of CNT-reinforced polymer composites, when the values of A / L and n are 0.5 and 2, respectively, very good agreement has been resulted between the theoretical predictions and experimental measurements (Dastgerdi et al, 2013; Pan et al, 2016; Yanase et al, 2013; Yang et al, 2012). Therefore, the values of waviness factor, number of waves, density, length and diameter of CNFs, and interfacial thermal resistance are considered to be A / L = 0.5, n = 2, ρ CNF = 1.7 g/cm 3 , L CNF = 5 µm, d CNF = 100 nm and R k = 8.3 × 10 −8 m 2 K/W, respectively.…”
Section: Resultssupporting
confidence: 63%
“…These parameters are usually evaluated based on the experimental observation of micrographs. According to the previous studies on the elastic modulus of CNT-reinforced polymer composites, when the values of A / L and n are 0.5 and 2, respectively, very good agreement has been resulted between the theoretical predictions and experimental measurements (Dastgerdi et al, 2013; Pan et al, 2016; Yanase et al, 2013; Yang et al, 2012). Therefore, the values of waviness factor, number of waves, density, length and diameter of CNFs, and interfacial thermal resistance are considered to be A / L = 0.5, n = 2, ρ CNF = 1.7 g/cm 3 , L CNF = 5 µm, d CNF = 100 nm and R k = 8.3 × 10 −8 m 2 K/W, respectively.…”
Section: Resultssupporting
confidence: 63%
“…The effective modulus of the composites can be obtained by various methods, such as sparse method, Mori–Tanaka method, self-consistent method, differential method, Reuss–Voigt model, generalized self-consistent method, and so on. 6 9 Wu et al 10 considered the cement paste is a three-dimensional microscopic model, and the cement slurry modulus values, the mineral composition of the various materials, and the content of cement paste must be constants to calculate the elastic modulus using this model. Ren et al 11 studied that based on the Reuss–Voigt model, the elastic modulus model of the random short fiber composite was established, and the elastic modulus, Poisson’s ratio, and size of each constituent material must be known to predict the elastic modulus of specimen.…”
Section: Introductionmentioning
confidence: 99%
“…The Mori-Tanaka method considers the interaction among fillers. The strain localization tensor of a two-phase composite is written as bold-italicBfalse¯MT=γ0bold∶[(1vf)bold-italicI+vfγ0]1 [27,31] with γ0=[bold-italicI+Esbold∶Cm1bold∶(CfCm)]1, where Es is the Eshelby’s tensor associated with filler shapes, which has the explicit formula only for the regular filler shape [41]. γ0 is determined by the properties of components and the way of combination.…”
Section: Discussion Of the Combined Self-consistent Methodsmentioning
confidence: 99%