Selective smoothed finite element method

By T. Nguyen, Guirong Liu, K. Y. Dai, Khin Yong Lam. 2007

102 citations recorded by the source corpus.

Subfields: Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/a00edfe01adb185b3489661f0639084dd747ff38

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In Computational Mechanics

In Mechanics of Materials

Citations in the corpus

ADDITIONAL PROPERTIES OF THE NODE-BASED SMOOTHED FINITE ELEMENT METHOD (NS-FEM) FOR SOLID MECHANICS PROBLEMS (2009, methodology): “…elements (nSFEM or nCS-FEM) [Dai et al. (2007)], dynamic analyses [Dai and Liu (2007)], incompressible materials using selective integration [Nguyen-Thoi et al. (2007); Nguyen-Xuan et al. (2008b)], plate and shell analyses [Cui et al. (2008); Nguyen-Thanh et al. (2008); Nguyen-Van et al.…”
A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, methodology): “By using a proper number of smoothing cells in each element (for example four smoothing cells), CS-FEM can increase significantly the accuracy of the solutions [41–52].”
Computation of limit and shakedown loads using a node‐based smoothed finite element method (2012, methodology): “The CS-FEM has been studied theoretically in [3–5], and further extended to the general n-sided polygonal elements (nSFEM or nCS-FEM) [6], dynamic analyses [7], incompressible materials using selective integration [8, 9], plate and shell analyses [10–12], fracture mechanics problems [13, 14], and li”
Adaptive analysis using the node‐based smoothed finite element method (NS‐FEM) (2011, methodology): “The CS-FEM has been developed for general n-sided polygonal elements [26], dynamic analyses [27], incompressible materials using selective integration [28, 29], and further extended for plate and shell analyses [30–34], respectively.”
An edge-based smoothed finite element method for visco-elastoplastic analyses of 2D solids using triangular mesh (2009, methodology): “The CS-FEM has been developed for general n-sided polygonal elements (nSFEM or nCS-FEM) [7], dynamic analyses [6], incompressible materials using selective integration [20,25], plate and shell analyses [5,19,24,28,29], and further extended for the extended finite element method (XFEM) to solve fract”
An n‐sided polygonal edge‐based smoothed finite element method (nES‐FEM) for solid mechanics (2010, methodology): “The CS-FEM has been developed for general n-sided polygonal elements (nCS-FEM) [15] dynamic analyses [16], incompressible materials using selective integration [17, 18], plate and shell analyses [19–23], and further extended for the extended finite element method (XFEM) to solve fracture mechanics p”
An edge‐based smoothed finite element method for primal–dual shakedown analysis of structures (2010, methodology): “The CS-FEM has also been extended for general n-sided polygonal elements (nSFEM or nCS-FEM) [23], dynamic analyses [24], incompressible materials using selective integration [25, 26], plate and shell analyses [27–30], and further extended for the extended finite element method (XFEM) to solve fractu”
A smoothed finite element method for plate analysis (2008, unknown): “Following the idea of the SFEM, Nguyen et al. [46] have formulated the SFEM with a selective cell-wise smoothing technique in order to eliminate locking in incompressible cases, which have also been studied in [47].”
A novel FEM by scaling the gradient of strains with factor α (αFEM) (2009, methodology): “To overcome the volumetric locking in nearly incompressible problems, the first common technique is to use selective reduced integration [17,30].”