Gradient and dilatational stabilizations for stress‐point integration in the element‐free Galerkin method

Abstract

Stabilized stress‐point integration schemes based on gradient stabilization and dilatational stabilization methods are presented for linear elastostaticity problems in the framework of element‐free Galerkin (EFG) method. The instability in stress fields associated with the stress‐point integration is treated by the addition to the Galerkin weak form of stabilization terms which contain product of the gradient of the residual or the trace of the gradient of the residual; the latter is called dilatational stabilization. Numerical results show that the oscillations in the stress fields are successfully removed by the presented stabilization methods, and that the convergence and stability properties of direct stress‐point integration are greatly improved. These stabilization methods are particularly suitable for the solution of non‐linear continua with explicit time integration methods. Copyright © 2008 John Wiley & Sons, Ltd.

Document Details

Document Type
Pub Defense Publication
Publication Date
Sep 09, 2008
Source ID
10.1002/nme.2432

Entities

People

  • Qinglin Duan
  • Ted Belytschko

Organizations

  • Office of Naval Research

Tags

Fields of Study

  • Mathematics

Readers

  • Calculus or Mathematical Analysis
  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Fluid Mechanics and Fluid Dynamics.