A cell‐based smoothed finite element method for kinematic limit analysis

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Adaptive element-free Galerkin method applied to the limit analysis of plates (2010, methodology): “using finite element [1–7] or meshless [8–10] methods), semi-continuous [11] or truly discontinuous [12] representations of the relevant field variables.”
A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, methodology): “The SFEM has also been extended to general n-sided polygonal elements(nSFEM)[33],dynamicanalysis[34,35],plateand shell analysis [36,37], kinematic limit analysis [ 38 ] and coupled to partition of unity enrichment [39].”
Computation of limit and shakedown loads using a node‐based smoothed finite element method (2012, methodology): “This problem was then investigated in [15] using the CS-FEM-Q4 scheme, which led to the solution of 0.”
Analysis of functionally graded plates using an edge-based smoothed finite element method (2011, methodology): “The S-FEM models have also been further investigated and applied to various problems such as dynamics [37–41], plates and shells [42–44,48,55], piezoelectricity [52], fracture mechanics [46,50,53], visco-elastoplasticity [49,54,58], limit and shakedown analysis [45,56], etc.”