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A stabilized conforming nodal integration for Galerkin mesh-free methods

International Journal for Numerical Methods in Engineering · 2000 · Vol. 50(2) · pp. 435–466
Jiun‐Shyan ChenC.T. WuSangpil YoonYang You

Abstract

Domain integration by Gauss quadrature in the Galerkin mesh-free methods adds considerable complexity to solution procedures. Direct nodal integration, on the other hand, leads to a numerical instability due to under integration and vanishing derivatives of shape functions at the nodes. A strain smoothing stabilization for nodal integration is proposed to eliminate spatial instability in nodal integration. For convergence, an integration constraint (IC) is introduced as a necessary condition for a linear exactness in the mesh-free Galerkin approximation. The gradient matrix of strain smoothing is shown to satisfy IC using a divergence theorem. No numerical control parameter is involved in the proposed strain smoothing stabilization. The numerical results show that the accuracy and convergent rates in the mesh-free method with a direct nodal integration are improved considerably by the proposed stabilized conforming nodal integration method. It is also demonstrated that the Gauss integration method fails to meet IC in mesh-free discretization. For this reason the proposed method provides even better accuracy than Gauss integration for Galerkin mesh-free method as presented in several numerical examples. Copyright © 2001 John Wiley & Sons, Ltd.

Numerical methods in engineeringAdvanced Numerical Methods in Computational MathematicsElectromagnetic Simulation and Numerical MethodsNumerical integrationDiscretizationSmoothingGalerkin methodMathematicsGaussian quadratureApplied mathematicsFinite element methodMathematical analysisNyström method

Funding

  • National Science Foundation
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1,311
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