Free vibration analysis of functionally graded panels and shells of revolution

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Static analysis of functionally graded conical shells and panels using the generalized unconstrained third order theory coupled with the stress recovery (2014, methodology): “The dynamic behavior of functionally graded conical shells by means of the FSDT and the GDQ numerical technique was investigated in [41,42].”
Four-parameter functionally graded cracked plates of arbitrary shape: A GDQFEM solution for free vibrations (2016, unknown): “Several VC distributions [6–8, 15–18] will be taken into account in numerical examples.”
Buckling analysis of functionally graded arbitrary straight-sided quadrilateral plates on elastic foundations (2011, methodology): “In studying the global behaviors of the structural elements such as buckling and free vibration analysis, better convergence behavior together with less computational efforts is observed by DQM compared with its peer numerical competent techniques such as the finite element method, the finite differ”
Static analysis of laminated composite curved shells and panels of revolution with a posteriori shear and normal stress recovery using generalized differential quadrature method (2012, result): “As shown in the literature [36–54], GDQ technique is a global method, which can obtain very accurate numerical results by using a considerably small number of grid points.”