Convergence and accuracy of displacement based finite element formulations over arbitrary polygons: Laplace interpolants, strain smoothing and scaled boundary polygon formulation

被引:69
|
作者
Natarajan, Sundararajan [1 ]
Ooi, Ean Tat [2 ]
Chiong, Irene [1 ]
Song, Chongmin [1 ]
机构
[1] Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
[2] Federat Univ, Sch Sci Informat Technol & Engn, Ballarat, Vic 3353, Australia
关键词
Polygonal finite elements; Scaled boundary polygon formulation; Strain projection; Patch test; Linear elastic fracture mechanics; Generalized stress intensity factor; GAUSSIAN QUADRATURE-RULES; FRACTURE; CRACKS; MODEL;
D O I
10.1016/j.finel.2014.03.006
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
Three different displacement based finite element formulations over arbitrary polygons are studied in this paper. The formulations considered are the conventional polygonal finite element method (FEM) with Laplace interpolants, the cell-based smoothed polygonal FEM with simple averaging technique and the scaled boundary polygon formulation. For the purpose of numerical integration, we employ the sub-triangulation for polygonal FEM and classical Gaussian quadrature for the smoothed FEM and the scaled boundary polygon formulation. The accuracy and the convergence properties of these formulations are studied with a few benchmark problems in the context of linear elasticity and the linear elastic fracture mechanics. The extension of scaled boundary polygon to higher order polygons is also discussed. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:101 / 122
页数:22
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