2019
DOI: 10.1016/j.rinp.2019.102192
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Thermo-electrical buckling response of actuated functionally graded piezoelectric nanoscale plates

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Cited by 24 publications
(3 citation statements)
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“…Of these popular theories, Eringen's theory [20,21] has a broad use in the study of the nano-structures' mechanical behavior because of its high accuracy and simplicity. These investigations confirmed that the findings from this theory were consistent with the findings from the molecular dynamic and experimental techniques [22][23][24][25][26][27][28][29]. Ahouel et al [30] created a nonlocal trigonometric shear deformation theory depending on the neutral surface position for the vibration, buckling, and bending of FG nanorods through the nonlocal differential constitutive interaction with Eringen.…”
Section: Introductionsupporting
confidence: 72%
“…Of these popular theories, Eringen's theory [20,21] has a broad use in the study of the nano-structures' mechanical behavior because of its high accuracy and simplicity. These investigations confirmed that the findings from this theory were consistent with the findings from the molecular dynamic and experimental techniques [22][23][24][25][26][27][28][29]. Ahouel et al [30] created a nonlocal trigonometric shear deformation theory depending on the neutral surface position for the vibration, buckling, and bending of FG nanorods through the nonlocal differential constitutive interaction with Eringen.…”
Section: Introductionsupporting
confidence: 72%
“…The effects of different thermal and electrical field parameters on the buckling response of the FGP nanoplates were determined by means of the refined higher‐order shear deformation theory and nonlocal elasticity by Zenkour and Aljadani. [ 64 ] They highlighted that the nonlinear temperature rise has the most significant influence on buckling temperature. Nguyen et al [ 65 ] investigated the vibration responses of different porous FGP structures using the Bezier finite‐element method and higher‐order shear deformation theory.…”
Section: Introductionmentioning
confidence: 99%
“…Due to the importance of designing foundations, various methods have been developed to study the response of beams and plates that are resting on elastic foundations such as Winkler's soil model [22] and Pasternak's model [23][24][25][26][27][28] and many other studies that are available in the literature [29][30][31]. However, most of the available shear and deformations theories used in the analysis involve five, six, and more unknown functions.…”
Section: Introductionmentioning
confidence: 99%