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The main objective of the present work is to couple the spectral Chebyshev differential quadrature method (SCDQM) to the high order continuation method (HOCM) which was proposed in previous works with several discretization techniques. This new approach (SCDQM-HOCM) is proposed to analyze the nonlinear bending and buckling analysis of functionally graded sandwich beams.The originality of this work consists also to use a beam model which taken into account the nonlinear term neglected in several works of the literature. This term makes it possible to have the buckling and bending problems by using the classical Timoshenko model and to handle the boundary conditions that several works could not to take into account. A strong form of nonlinear equations is established based on the first order shear deformation theory of beams with the von-Kármán kinematic hypothesis. Regarding functionally graded materials (FGM), two typical types are investigated: sandwich beam with FGM faces and ceramic core (Type-A), and sandwich beam with FGM core and uniform faces (Type-B). The accuracy and efficiency of the SCDQM-HOCM compared with finite element method coupled with high order continuation method (FEM-HOCM) are illustrated on numerical examples of the FGM beams and then the FG sandwich beams. Furthermore, a parametric study is led to carry out the influence of different skin-core-skin thickness ratios, span-to-height ratio, and volume fraction on the bending and buckling behavior of FG sandwich beams subjected to different loadings and various boundary conditions. K E Y W O R D Sfirst order shear deformation theory, geometrically nonlinear Timoshenko FGM beam, high order continuation method, sandwich Timoshenko FGM beam, spectral Chebyshev differential quadrature method

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