X-FEM in isogeometric analysis for linear fracture mechanics

被引:231
|
作者
De Luycker, E. [1 ]
Benson, D. J. [1 ]
Belytschko, T. [2 ]
Bazilevs, Y. [1 ]
Hsu, M. C. [1 ]
机构
[1] Univ Calif San Diego, Dept Struct Engn, La Jolla, CA 92093 USA
[2] Northwestern Univ, Dept Mech Engn, Evanston, IL 60280 USA
基金
美国国家科学基金会;
关键词
X-FEM; isogeometric analysis; NURBS; linear fracture mechanics; FINITE-ELEMENT-METHOD; CRACK-GROWTH; NURBS; DISCONTINUITIES; APPROXIMATION; PROPAGATION; SIMULATION; PARTITION;
D O I
10.1002/nme.3121
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The extended finite element method (X-FEM) has proven to be an accurate, robust method for solving problems in fracture mechanics. X-FEM has typically been used with elements using linear basis functions, although some work has been performed using quadratics. In the current work, the X-FEM formulation is incorporated into isogeometric analysis to obtain solutions with higher order convergence rates for problems in linear fracture mechanics. In comparison with X-FEM with conventional finite elements of equal degree, the NURBS-based isogeometric analysis gives equal asymptotic convergence rates and equal accuracy with fewer degrees of freedom (DOF). Results for linear through quartic NURBS basis functions are presented for a multiplicity of one or a multiplicity equal the degree. Copyright (C) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:541 / 565
页数:25
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