BUCKLING OF SYMMETRICALLY LAMINATED COMPOSITE PLATES USING THE ELEMENT-FREE GALERKIN METHOD

By G. Liu, X. L. Chen, J. Reddy. 2002

76 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/eecebf8a6d28b5c7171265713477f7987b09b4b8

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Analysis of laminated doubly-curved shells by a layerwise theory and radial basis functions collocation, accounting for through-the-thickness deformations (2011, methodology): “The use of RBF for the analysis of structures and materials has been previously studiedbynumerous authors [36–50].”
Analysis of laminated shells by a sinusoidal shear deformation theory and radial basis functions collocation, accounting for through-the-thickness deformations (2011, unknown): “The use of radial basis function for the analysis of structures and materials has been previously studied by numerous authors [27–41].”
A Smoothed Finite Element Method (SFEM) for Linear and Geometrically Nonlinear Analysis of Plates and Shells (2008, methodology): “Shells had also been analyzed using EFG [Liu et al. (2002)].”
Meshless method based on the local weak-forms for steady-state heat conduction problems (2008, methodology): “Various numerical techniques have been proposed to enforce the essential boundary conditions, such as the Lagrange multiplier method [29], the penalty approach [30], the transformation method [11,31], the direct interpolation method [32], etc.”
Radial basis functions collocation and a unified formulation for bending, vibration and buckling analysis of laminated plates, according to a variation of Murakami’s zig-zag theory (2011, unknown): “…been previously studied by numerous authors (Hon et al., 1997; Hon et al., 1999; Wang et al., 2002; Liu and Gu, 2001; Liu and Wang, 2002; Wang and Liu, 2002; Chen et al., 2003; Dai et al., 2004; Liu and Chen, 2002; Liew et al., 2004; Huang and Li, 2004; Liu et al., 2002; Xiang et al., 2009, 2010).”
Free vibration analysis of functionally graded shells by a higher-order shear deformation theory and radial basis functions collocation, accounting for through-the-thickness deformations (2013, unknown): “The use of radial basis function for the analysis of structures and materials has been previously studied [15–29].”