2016
DOI: 10.1016/j.ijmecsci.2016.10.015
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Buckling, free vibration and bending analysis of functionally graded sandwich plates based on an optimized hyperbolic unified formulation

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Cited by 49 publications
(12 citation statements)
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“…Results reveal that nondimensional critical buckling load decreases with the increase of power index [78,[85][86][87][88][89][90]. In addition, nondimensional critical buckling load increases with the increase of modulus ratio, aspect ratio [86,87], and thickness ratio [88,[91][92][93] of FG plates. Under shear loads, buckling load decreases by increasing the area of rectangular plate (Asemi et al [94]).…”
Section: Buckling Analysis Of Fgmmentioning
confidence: 90%
See 1 more Smart Citation
“…Results reveal that nondimensional critical buckling load decreases with the increase of power index [78,[85][86][87][88][89][90]. In addition, nondimensional critical buckling load increases with the increase of modulus ratio, aspect ratio [86,87], and thickness ratio [88,[91][92][93] of FG plates. Under shear loads, buckling load decreases by increasing the area of rectangular plate (Asemi et al [94]).…”
Section: Buckling Analysis Of Fgmmentioning
confidence: 90%
“…In-plan material inhomogeneity plays a vital role to avoid buckling in FG thin plates (Lanc et al [101]). Mantari and Monge [88] suggested buckling optimization to examine buckling of FG Sandwich plates. e critical buckling load using shear deformation theory is lesser than the values obtained by first-order shear deformation theory.…”
Section: Buckling Analysis Of Fgmmentioning
confidence: 99%
“…83 A unified formulation coupled with collocation with radial basis functions was proposed; a thickness-stretching HSDT was successfully implemented for the analysis of FG plates 84 and no shear correction factor is required 85 ; and optimized hyperbolic displacement under Carrera's unified formulation (CUF) is presented for FG sandwich plates. 86 A displacement-based unified shear deformation theory is developed for the analysis of shear-deformable advanced composite beams and plates. The theory is developed with the inclusion of parabolic (PSDT), trigonometric (TSDT), hyperbolic (HSDT), and exponential (ESDT) shape functions in terms of thickness coordinate to account for the effect of transverse shear deformation.…”
Section: Figure 1 Geometry and Coordinates Of A Sandwich Platementioning
confidence: 99%
“…[8] presented refined zig-zag theory for the bending and free vibration analysis of FG sandwich plates, both fully simply supported and clamped along one edge, and subjected to bi-sinusoidal and uniform pressure. Mantari and Monge [9] obtained analytical solutions for the bending, buckling and free vibration analysis of simply-supported FG sandwich plates subjected to transverse and axial mechanical loads using optimized HSDT based on Carrera’s unified formulation. Meksi et al.…”
Section: Introductionmentioning
confidence: 99%