On elimination of shear locking in the element‐free Galerkin method

By W. Kanok-Nukulchai, W. Barry, K. Saran-Yasoontorn, P. Bouillard. 2001

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NURBS-based finite element analysis of functionally graded plates: Static bending, vibration, buckling and flutter (2012, unknown): “A similar approach was employed to suppress shear locking in the element-free Galerkin method [37].”
A thin plate formulation without rotation DOFs based on the radial point interpolation method and triangular cells (2011, methodology): “[18] investigated shear locking of shear deformable beam/plates by using quadratic spline weight function possessing C2 continuity.”
Locking-free stabilized conforming nodal integration for meshfree Mindlin-Reissner plate formulation (2004, methodology): “In Mindlin–Reissner plate, employing approximation function for rotational degrees of freedom as the derivatives of the approximation function for translational degrees of freedom has also been introduced to resolve shear locking [9,14].”
Composite laminated plate analysis using the natural radial element method (2013, methodology): “Since then this solid mechanics problem was analysed by other meshless methods [24–28], in which techniqu es to avoid the shear-lockin g phenomeno n are extensively described .”