2019
DOI: 10.1016/j.compstruct.2018.11.025
|View full text |Cite
|
Sign up to set email alerts
|

Unilateral and bilateral buckling of functionally graded corrugated thin plates reinforced with graphene nanoplatelets

Abstract: This paper deals with the buckling behavior of corrugated thin plates made of multilayer functionally graded (FG) graphene nanoplatelets (GPLs) reinforced nanocomposites (FG-GPLRC) within the framework of classical plate theory. The GPLs are uniformly dispersed in each individual layer with its weight fraction following a layer-wise variation along the thickness direction. The effective Young modulus of each layer is determined by the modified Halpin-Tsai model while the Poisson's ratio is predicted based on t… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4

Citation Types

0
4
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
9

Relationship

0
9

Authors

Journals

citations
Cited by 48 publications
(4 citation statements)
references
References 46 publications
0
4
0
Order By: Relevance
“…The influences of GNPs distribution scheme, weight fraction, plate's geometry and boundary conditions on the response were investigated. The buckling behaviour of trapezoidal corrugated multilayer functionally graded GNPs reinforced nanocomposites thin plates subjected to various mechanical loadings, including in-plane uniform shear, uniaxial compression and a combination of both was investigated by Yang et al [27]. The unilateral and bilateral buckling responses were evaluated using an analytical and the Ritz methods, respectively.…”
Section: Introductionmentioning
confidence: 99%
“…The influences of GNPs distribution scheme, weight fraction, plate's geometry and boundary conditions on the response were investigated. The buckling behaviour of trapezoidal corrugated multilayer functionally graded GNPs reinforced nanocomposites thin plates subjected to various mechanical loadings, including in-plane uniform shear, uniaxial compression and a combination of both was investigated by Yang et al [27]. The unilateral and bilateral buckling responses were evaluated using an analytical and the Ritz methods, respectively.…”
Section: Introductionmentioning
confidence: 99%
“…Some researchers have chosen classical plate theory [6] (Kirchhoff theory) for the analysis of FG-GRC. Yang et al [7] investigated the critical buckling load of spinning FG-GRC cylindrical shells by using classical plate theory. Gao et al [8] studied the FG-GRC porous plates using classical plate theory and solved the nonlinear free vibration of the plates using the differential quadrature method.…”
Section: Introductionmentioning
confidence: 99%
“…Yang and his colleagues conducted extensive research on vibration behaviors of GPL-reinforced structures. [18][19][20][21][22] Within the framework of the first-order shear deformation plate theory, Song et al 23 carried out free and forced vibrations of FG multilayer GPL reinforced composite plates. Yang et al 24 presented the thermoelastic bending behavior of novel FG polymer nanocomposite rectangular plate reinforced with GPLs.…”
Section: Introductionmentioning
confidence: 99%