Limit analysis of plates using the EFG method and second‐order cone programming

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A cell‐based smoothed finite element method for kinematic limit analysis (2010, methodology): “Together with [15], this paper demonstrates that a numerical limit analysis procedure using a strain smoothing technique is capable of providing accurate solutions using a relatively small number of elements (nodes).”
Limit analysis of plates and slabs using a meshless equilibrium formulation (2010, methodology): “Together with [9], this indicates that numerical limit analysis procedures which use the EFG method are capable of producing good results.”
Adaptive element-free Galerkin method applied to the limit analysis of plates (2010, methodology): “Uniform refinement [9] Present adaptive refinement Nodes variables λ CPU∗ (s) Nodes variables λ CPU∗ (s) 341 1705 6.”
Computation of limit and shakedown loads using a node‐based smoothed finite element method (2012, methodology): “The numerical methods, such as finite elements [41–74], boundary elements [75–77], and meshfree methods [78–80] have been devised to deal with limit and shakedown problems.”
Upper and lower bound limit analysis of plates using FEM and second-order cone programming (2010, methodology): “higher than solution in [29] where the Element-Free Galerkin method was used to approximate the displacement filed.”