A Moving Kriging Interpolation Meshfree Method Based on Naturally Stabilized Nodal Integration Scheme for Plate Analysis

Author:

Thai Chien H.12,Nguyen-Xuan H.34ORCID

Affiliation:

1. Division of Computational Mechanics, Ton Duc Thang University, Ho Chi Minh City, Vietnam

2. Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam

3. Center for Interdisciplinary Research in Technology, Ho Chi Minh City University of Technology (Hutech), Ho Chi Minh City, Vietnam

4. Department of Architectural Engineering, Sejong University 209 Neungdong-ro, Gwangjin-gu, Seoul 05006, Republic of Korea

Abstract

A moving Kriging interpolation (MKI) meshfree method based on naturally stabilized nodal integration (NSNI) scheme is presented to study static, free vibration and buckling behaviors of isotropic Reissner–Mindlin plates. Gradient strains are directly computed at nodes similar to the direct nodal integration (DNI). Outstanding features of the current approach are to alleviate instability solutions in the DNI and to decrease computational cost significantly when compared with the traditional high-order Gauss quadrature scheme. The NSNI is a naturally implicit gradient expansion and does not employ a divergence theorem for strain fields as addressed in the stabilized conforming nodal integration method. The present formulation is derived from the Galerkin weak form and avoids a naturally shear-locking phenomenon without using any other techniques. Thanks to satisfied Kronecker delta function property of MKI shape function, essential boundary conditions (BCs) are easily and directly enforced similar to the finite element method. A variety of numerical examples with various geometries, stiffness ratios and BCs are studied to verify the effectiveness of the present approach.

Publisher

World Scientific Pub Co Pte Lt

Subject

Computational Mathematics,Computer Science (miscellaneous)

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