2020
DOI: 10.1080/15397734.2020.1752232
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Size dependent free vibration and buckling of multilayered carbon nanotubes reinforced composite nanoplates in thermal environment

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Cited by 39 publications
(7 citation statements)
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“…A symmetric cross-ply single-walled carbon nanotube reinforced composite (CNTRC) curved sandwich beam of length L, thickness h, and radius of curvature R is considered, as shown in Figure 1. Different volume fraction distributions of CNTs are here assumed throughout the thickness (see Figure 2), in agreement with the following relations [22]:…”
Section: Geometric and Mechanical Propertiesmentioning
confidence: 62%
See 1 more Smart Citation
“…A symmetric cross-ply single-walled carbon nanotube reinforced composite (CNTRC) curved sandwich beam of length L, thickness h, and radius of curvature R is considered, as shown in Figure 1. Different volume fraction distributions of CNTs are here assumed throughout the thickness (see Figure 2), in agreement with the following relations [22]:…”
Section: Geometric and Mechanical Propertiesmentioning
confidence: 62%
“…Chaht et al [16] analyzed the size-dependent static behavior of FG nanobeams, including the thickness stretching effect; whereas a nonlocal trigonometric shear deformation theory and nonlocal quasi-3D theory were proposed in [17,18], respectively, to treat FG nanobeams. An efficient alternative tool to handle nonlocalities within nanostructures is represented by the strain gradient theory, as successfully applied in [19,20] for the thermal snap-buckling and bending analysis of FG curved porous and non-porous nanobeams and in [21,22] for the buckling study of porous FG sandwich nanoplates resting on a Kerr foundation due to a heat conduction. A theoretical formulation based on a Reddy shear deformation theory, has been also proposed in the recent work by Daikh et al [23] to study the buckling and vibration of FG-CNTRC-laminated nanoplates in thermal environment, with promising results for engineering applications.…”
Section: Introductionmentioning
confidence: 99%
“…The finite element method is one of the most influential and efficient tools used for the numerical solution of a wide range of problems in structural mechanics [17][18][19][20][21][22][23][24][25][26][27][28][29]. Besides this, several researchers and engineers examine the dynamic response of structures [30][31][32][33][34][35][36][37][38][39][40][41][42][43]. Also, during the last decades, one of the most trend subjects in the research field is composite and FGP materials.…”
Section: Introductionmentioning
confidence: 99%
“…Prasad et al 11,12 investigated the dynamic instability and vibration performance of woven based GLARE both experimentally and numerically based on first order shear deformation theory (FOSDT). Daikh et al [13][14][15] used various novel shear deformation theories to predict the vibration and buckling responses of both laminates and functional gradient materials. Bikakis et al 16 studied the buckling response of FMLs under uniform compression loading cases using ANSYS package.…”
Section: Introductionmentioning
confidence: 99%