Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6915291 | Computer Methods in Applied Mechanics and Engineering | 2018 | 48 Pages |
Abstract
We introduce a novel meshfree Galerkin method for the solution of Reissner-Mindlin plate problems that is written in terms of the primitive variables only (i.e., rotations and transverse displacement) and is devoid of shear-locking. The proposed approach uses linear maximum-entropy basis functions for field variables approximation and is built variationally on a two-field potential energy functional wherein the shear strain, written in terms of the primitive variables, is computed via a volume-averaged nodal projection operator that is constructed from the Kirchhoff constraint of the three-field mixed weak form. The meshfree approximation is constructed over a set of scattered nodes that are obtained from an integration mesh of three-node triangles on which the meshfree stiffness matrix and nodal force vector are numerically integrated. The stability of the method is rendered by adding bubble-like enrichment to the rotation degrees of freedom. Some benchmark problems are presented to demonstrate the accuracy and performance of the proposed method for a wide range of plate thicknesses.
Related Topics
Physical Sciences and Engineering
Computer Science
Computer Science Applications
Authors
A. Ortiz-Bernardin, P. Köbrich, J.S. Hale, E. Olate-Sanzana, S.P.A. Bordas, S. Natarajan,