A moving Kriging meshfree method with naturally stabilized nodal integration for analysis of functionally graded material sandwich plates

• Type: Article in International Scientific Journal
• Date: 2018

Authors

Chien H. Thai (Author) Other; António J. M. Ferreira (Author) FEUP; M. Abdel Wahab (Author) Other; H. Nguyen-Xuan (Author) Other

Journal

Title: Acta Mechanica

Vol. 229 No. 7

Pages: 2997-3023

ISSN: 0001-5970

Publisher: Springer Nature

Indexing

ISI Web of Knowledge - 9 Citations

Scopus - 24 Citations

INSPEC

Other information

Authenticus ID: P-00N-WWS

DOI: 10.1007/s00707-018-2156-9

Abstract (EN): This paper presents a moving Kriging meshfree method based on a naturally stabilized nodal integration (NSNI) for bending, free vibration and buckling analyses of isotropic and sandwiched functionally graded plates within the framework of higher-order shear deformation theories. A key feature of the present formulation is to develop a NSNI technique for the moving Kriging meshfree method. Using this scheme, the strains are directly evaluated at the same nodes as the direct nodal integration (DNI). Importantly, the computational approach alleviates instability solutions in the DNI and significantly decreases the computational cost from using the traditional high-order Gauss quadrature. Being different from the stabilized conforming nodal integration scheme which uses the divergence theorem to evaluate the strains by boundary integrations, the NSNI adopts a naturally implicit gradient expansion. The NSNI is then integrated into the Galerkin weak form for deriving the discrete system equations. Due to satisfying the Kronecker delta function property of the moving Kriging integration shape function, the enforcement of essential boundary conditions in the present method is similar to the finite element method. Through numerical examples, the effects of geometries, stiffness ratios, volume fraction and boundary conditions are studied to prove the efficiency of the present approach.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 27