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A new refined simple TSDT-based effective meshfree method for analysis of through-thickness FG plates
Institution:1. Faculty of Civil Engineering, Ho Chi Minh University of Architecture,196 Pasteur, District 3, Ho Chi Minh City, 70000, Vietnam;2. Department of Mechanical Engineering, Shiraz University, Shiraz 71936, Iran;3. Institute for Research and Development, Duy Tan University, Da Nang City, Vietnam;4. Department of Civil and Environmental Engineering, Tokyo Institute of Technology, 2-12-1-W8-22, Ookayama, Meguro-ku, Tokyo 152-8552, Japan
Abstract:In this paper a novel numerical method based on the Moving Kriging (MK) interpolation meshfree method, integrated with a simple higher-order shear deformation plate theory for analysis of static bending, free vibration and buckling of functionally graded (FG) plates is presented. In the proposed technique, the shape functions are built by the Kriging technique which possesses the property of Kronecker delta function which makes it easy to enforce essential boundary conditions. The present formulation is based on a refined simple third-order shear deformation theory (R-STSDT), which is based on four variables and it still accounts for parabolic distribution of the transverse shearing strains and stresses through the thickness of the plate present in the original simple third-order shear deformation theory (STSDT). In this theory, instead of assuming a specific distribution for the displacement field, the theory of elasticity is used for obtaining the kinematics of the plate deformation. We first propose the formulation, and then several numerical examples are provided to show the merits of the proposed approach.
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