An edge-based smoothed finite element method (ES-FEM) with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates

By Hung Nguyen-Xuan, Guirong Liu, C. Thai-Hoang, Trung Nguyen-Thoi. 2010

242 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/2eaeaad9fa8d37d40b9f37b45256c57f2d3dbb92

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Hung Nguyen-Xuan
2. Stéphane P.A. Bordas
3. Trung Nguyen-Thoi
4. Francis Tin-Loi
5. Chongmin Song
6. Timon Rabczuk
7. N. Nguyen‐Thanh
8. Guirong Liu

In Mechanics of Materials

1. Hung Nguyen-Xuan
2. Trung Nguyen-Thoi
3. Stéphane P.A. Bordas
4. Timon Rabczuk
5. Guirong Liu
6. N. Nguyen‐Thanh
7. Francis Tin-Loi
8. Chongmin Song

Citations in the corpus

• An edge-based smoothed finite element method for visco-elastoplastic analyses of 2D solids using triangular mesh (2009, methodology): “The ES-FEM has been developed for 2D piezoelectric [26], plate [27] and primal-dual shakedown analyses [30].”
• A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, methodology): “Therefore in general, when the efficiency of computation (computation time for the same accuracy) in terms of the error estimator versus computational cost is considered, the S-FEM models are more efficient than the counterpart FEM models [43,46,47,51].”
• 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): “A very interesting new technique that may provide excellent results for laminated plates in a near future was recently proposed by Liu et al. (Liu and Nguyen Thoi Trung, 2010; Liu et al., 2009; Nguyen-Xuan et al., 2009a, 2009b; Nguyen-Thoi et al., 2009, 2010).”
• A unified 3D‐based technique for plate bending analysis using scaled boundary finite element method (2012, methodology): “Abbreviation Elements MITC4 Mixed interpolation of tensorial component [8] MIN3 Three node Mindlin [7] DKMQ Discrete Kirchhoff Mindlin quadrilateral [68] DSG3 Discrete shear gap triangle element [37] ES-DSG3 Edge-based smoothed discrete shear gap triangle element [69] NS-DSG Node-based smoothed stab”
• An n‐sided polygonal edge‐based smoothed finite element method (nES‐FEM) for solid mechanics (2010, methodology): “ES-FEM has been developed for 2D piezoelectric [32], 2D visco-elastoplastic [33], plate [34] and primal–dual shakedown analyses [35].”