2018
DOI: 10.1016/j.ast.2018.04.048
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Dynamic analysis of functionally graded carbon nanotubes-reinforced plate and shell structures using a double directors finite shell element

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Cited by 98 publications
(24 citation statements)
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“…25 Frikha et al. 26 studied the dynamic behavior of FG-CNTRC plates and shells using a double directors finite shell element, and Tornabene et al. 27 applied GDQ solution for free vibrations of FG and laminated doubly curved shells and panels of revolution with a free-form meridian.…”
Section: Introductionmentioning
confidence: 99%
“…25 Frikha et al. 26 studied the dynamic behavior of FG-CNTRC plates and shells using a double directors finite shell element, and Tornabene et al. 27 applied GDQ solution for free vibrations of FG and laminated doubly curved shells and panels of revolution with a free-form meridian.…”
Section: Introductionmentioning
confidence: 99%
“…The functionally graded material (FGM) is a novel type of composite material whose mechanical properties smoothly and continuously vary in a preferred direction [11][12][13][14]. To better use the superior mechanical properties of carbon-based nanofillers and inspire from the concept of FGM, the functionally graded carbon nanotube-reinforced composite (FG-CNTRC) [15][16][17] and functionally graded graphene nanoplatelet reinforced composite (FG-GPLRC) [18][19][20] have been introduced, where the weight fractions of the CNTs and GPLs vary in the thickness direction.…”
Section: Introductionmentioning
confidence: 99%
“…Shao et al (2017a) adopted an enhanced reverberation ray matrix approach to assess the transient response of composite laminated shallow shells with general boundary conditions based on the first-order shear deformation shallow shell theory and the classical shallow shell theory. Frikha et al (2018) used a linear discrete double directors finite element model and Newmark's algorithm to study the dynamic behavior of functionally graded carbon nanotubes-reinforced shells. incorporated the Bubnov-Galerkin method and Runge-Kutta method to evaluate the nonlinear transient response of imperfect shallow shells.…”
Section: Introductionmentioning
confidence: 99%