2018
DOI: 10.1016/j.ijsolstr.2018.05.019
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Local fields and overall transverse properties of unidirectional composite materials with multiple nanofibers and Steigmann–Ogden interfaces

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Cited by 53 publications
(33 citation statements)
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“…The literature on nano-porous materials and nano-particle reinforced composites considering the Steigmann-Ogden surface elasticity model are rather limited (Gharahi and Schiavone, 2018;Han et al, 2018;Zemlyanova and Mogilevskaya, 2018a;Zemlyanova and Mogilevskaya, 2018b), and most of these studies are focused on 2D nano-inhomogeneity problems. Nevertheless, these studies on nano-inhomogeneities have shown that the interface bending resistance can significantly change the local stress distributions as well as the overall properties of nano-composites, and thus it should not be neglected.…”
Section: Introductionmentioning
confidence: 99%
“…The literature on nano-porous materials and nano-particle reinforced composites considering the Steigmann-Ogden surface elasticity model are rather limited (Gharahi and Schiavone, 2018;Han et al, 2018;Zemlyanova and Mogilevskaya, 2018a;Zemlyanova and Mogilevskaya, 2018b), and most of these studies are focused on 2D nano-inhomogeneity problems. Nevertheless, these studies on nano-inhomogeneities have shown that the interface bending resistance can significantly change the local stress distributions as well as the overall properties of nano-composites, and thus it should not be neglected.…”
Section: Introductionmentioning
confidence: 99%
“…As stated above, the latter representations are not valid for the cases involving surface tension and that was the reason why the authors of that work have not been able to solve the problem in more general setting. The two-dimensional solutions for the problem of circular inhomogeneities with the complete Steigmann-Ogden interface model are reported in Zemlyanova and Mogilevskaya (2018b) and Han et al (2018). However, they too were obtained with tedious algebra that, for the case of a single inhomogeneity, could be avoided, if simpler representations of the type used by Christensen and Lo (1979) could be modified to include surface tension.…”
Section: Introductionmentioning
confidence: 99%
“…16) we can derive the motion equation in the bulk and the natural boundary condition on S. Using the standard technique of calculus of variations from (2.16), we get the motion equation (2.3) and the dynamic boundary conditions on S and along = ∂S. Indeed, after integration by part, we get…”
mentioning
confidence: 99%