2012
DOI: 10.1016/j.commatsci.2011.06.041
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Modal analysis of carbon nanotubes and nanocones using FEM

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Cited by 100 publications
(45 citation statements)
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“…When free-clamped and clamped-clamped boundary conditions are considered, the first fundamental frequencies of SWCNCs, are found to be in the range of 0.36 -2.52 THz. Lee and Lee [28] used Timoshenko beam element formulations which include shear deformation effects but they employed Euler-Bernoulli beam element constants (i.e., see Table 1) [23]; this assumption affects the natural frequencies of SWCNC that are found to be lower than those of Euler-Bernoulli beam elements. In addition, density of beam elements is selected to be the density of GSs (i.e.…”
Section: Vibrational and Buckling Analyses Of Swcncsmentioning
confidence: 99%
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“…When free-clamped and clamped-clamped boundary conditions are considered, the first fundamental frequencies of SWCNCs, are found to be in the range of 0.36 -2.52 THz. Lee and Lee [28] used Timoshenko beam element formulations which include shear deformation effects but they employed Euler-Bernoulli beam element constants (i.e., see Table 1) [23]; this assumption affects the natural frequencies of SWCNC that are found to be lower than those of Euler-Bernoulli beam elements. In addition, density of beam elements is selected to be the density of GSs (i.e.…”
Section: Vibrational and Buckling Analyses Of Swcncsmentioning
confidence: 99%
“…Both of the models in Li and Chou [19] and Scarpa and Adhikari [34] yield the same deformation results as the structural mechanics stiffness constants in the AMBER force model are equal [33] if the corresponding element properties are used given in Table 1. Lee and Lee [28] used Timoshenko beam element formulations which include shear deformation effects but they employed Euler-Bernoulli beam element constants (i.e., see Table 1) [23]; this assumption affects the natural frequencies of SWCNC that are found to be lower than those of Euler-Bernoulli beam elements. If shear deformation effects are considered, parameters of shear beam formulations given in Scarpa and Adhikari [34,35] should be used.…”
Section: Introductionmentioning
confidence: 99%
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