Nonlocal Thermal and Mechanical Buckling of Nonlinear Orthotropic Viscoelastic Nanoplates Embedded in a Visco-Pasternak Medium

被引:27
|
作者
Sobhy, Mohammed [1 ,2 ]
Zenkour, Ashraf M. [2 ,3 ]
机构
[1] King Faisal Univ, Fac Sci, Dept Math & Stat, POB 400, Al Hufuf 31982, Saudi Arabia
[2] Kafrelsheikh Univ, Fac Sci, Dept Math, Kafrelsheikh 33516, Egypt
[3] King Abdulaziz Univ, Fac Sci, Dept Math, POB 80203, Jeddah 21589, Saudi Arabia
关键词
Nonlocal elasticity theory; viscoelastic; nanoplates; thermal buckling; mechanical buckling; GRADED SANDWICH PLATES; MULTILAYERED GRAPHENE SHEETS; SHEAR DEFORMATION-THEORY; ELASTIC FOUNDATIONS; FREE-VIBRATION; LONGITUDINAL VIBRATION; WAVE-PROPAGATION; RESONATORS; STABILITY; MODEL;
D O I
10.1142/S1758825118500862
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper discusses the thermal and mechanical buckling of simply supported and clamped orthotropic viscoelastic graphene sheets (nanoplates) embedded in a visco-Pasternak elastic medium. For this purpose, the nonlocal continuum mechanical model is employed with two-variable plate theory. The material of the present nanoplate is assumed to be orthotropic and viscoelastic. The modified nonlinear Kelvin-Voigt vis- coelastic model is utilized to formulate the constitutive relations depending on the viscoelastic structural damping coefficient. Moreover, the visco-Pasternak elastic medium is composed of both viscoelastic and shear layers. The viscoelastic layer includes a set. of dashpots and elastic springs connected in parallel. In accordance with the two-variable theory, two governing equations are derived via IIamilton's principle. These equations are analytically solved for various boundary conditions to obtain the explicit solution for critical buckling temperature and buckling load. The present buckling load and buckling temperature both are compared well with the published ones in the literature. In addition, various numerical studies are thoroughly carried out, concentrating on the influences of the plate geometric, nonlocal parameter, structural damping coefficient, elastic foundation parameters, foundation damping parameter and boundary conditions on the critical buckling load and temperature of the nanoplates. The results show that the involvement of the viscidity of the nanoplate and viscoelastic foundation enhances the strength of the nanoplates and therefore increases the resistance of them to external loads.
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页数:25
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