“…One of its significant advantages is that solution of the approximation is constructed in terms of a set of nodes over the computational domain instead of producing a body-fitted mesh and involving re-meshing at every step during the evolution of the simulation. Based on different approximation functions, various element-free methods have been proposed, including the element-free Galerkin method [1], the SPH method [2], the reproducing kernel particle method [3], the improved complex variable element-free Galerkin method [4][5][6][7][8], the kp-Ritz method [9,10], the local Kriging meshless method [11], the improved element-free Galerkin method [12][13][14][15][16][17], the IMLS-Ritz method [18][19][20], the DSC method [21], the generalized moving least-squares method [22], the meshless local weak and strong method [23], the radial point interpolation method [24][25][26], and many others [27][28][29]. The focus of this paper is to explore the IMLS-Ritz method to study the buckling behavior of FG-CNT reinforced composite thick skew plates resting on Pasternak foundations.…”