2014
DOI: 10.1177/1099636214554904
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A simple shear deformation theory for thermo-mechanical behaviour of functionally graded sandwich plates on elastic foundations

Abstract: This paper deals with the thermo-mechanical deformation behaviour of shear deformable functionally graded sandwich plates resting on a two-parameter (Pasternak model) elastic foundation. By dividing the transverse displacement into bending and shear parts, the number of unknowns and governing equations of the present theory is reduced, and hence, makes it simple to use. The presented theory is variationally consistent, does not require shear correction factor and gives rise to transverse shear stress variation… Show more

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Cited by 57 publications
(21 citation statements)
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“…Meziane et al 23 developed a refined shear deformation theory to study free vibration and buckling of exponentially graded materials (E-FGMs) sandwich plates under various boundary conditions. An inverse trigonometric shear deformation theory to predict bending, buckling, and vibration of simply supported isotropic and sandwich FGMs plates has been proposed by Nguyen et al 24 Taibi et al 25 studied the thermomechanical behavior in static bending and thermal buckling of nonsymmetrical thick FGMs sandwich plates resting on two-parameter foundation with a new refined plate theory. Nguyen 26 studied the effect of various well-known parameters on the bending, buckling, and vibration of FGMs plates using a new hyperbolic HSDT.…”
Section: Introductionmentioning
confidence: 99%
“…Meziane et al 23 developed a refined shear deformation theory to study free vibration and buckling of exponentially graded materials (E-FGMs) sandwich plates under various boundary conditions. An inverse trigonometric shear deformation theory to predict bending, buckling, and vibration of simply supported isotropic and sandwich FGMs plates has been proposed by Nguyen et al 24 Taibi et al 25 studied the thermomechanical behavior in static bending and thermal buckling of nonsymmetrical thick FGMs sandwich plates resting on two-parameter foundation with a new refined plate theory. Nguyen 26 studied the effect of various well-known parameters on the bending, buckling, and vibration of FGMs plates using a new hyperbolic HSDT.…”
Section: Introductionmentioning
confidence: 99%
“…As a second example to prove the accuracy of the present method, a comparison between the dimensionless center deflection w^ of the present method and those of Taibi et al. [17] for the case of an FGM sandwich plate on an elastic foundation and subjected to a thermo-mechanical loading is shown in Table 2. It can be seen that the present results are in agreement with the published results and this for the different configurations of the elastic foundation and for the various types of FG sandwich plates.…”
Section: Numerical Results and Discussionmentioning
confidence: 85%
“…Tounsi and his co-workers developed a new refined plate theory for bending response, thermo-mechanical bending response, buckling and free vibration of simply supported FGM sandwich plate with only four unknown functions [11–17]. Using the same theory, Beldjelili et al.…”
Section: Introductionmentioning
confidence: 99%
“…However, the HSDTs have been confirmed to be adequately accurate (analogous to 3D elasticity solution) in ascertaining the global response of thin and thick laminated (deep and shallow) shells and shell panels. Many researchers have studied the free vibration responses of layered composite shells, 13 thick composite laminates, 14 delaminated composite plates and shells, 15 functionally graded (FG) plates [16][17][18][19][20][21][22] on the basis of the HSDT mid-plane kinematics in thermal and/or hygrothermal 23 environments. The vibration induced acoustic responses of the flat/curved isotropic/anisotropic structures with baffled and unbaffled configurations have been the subject of intense investigation in the past.…”
Section: Introductionmentioning
confidence: 99%