Efficient computation of order and mode of corner singularities in 3D-elasticity

被引:50
作者
Dimitrov, A [1 ]
Andrä, H [1 ]
Schnack, E [1 ]
机构
[1] Univ Karlsruhe, Inst Solid Mech, D-76128 Karlsruhe, Germany
关键词
corner singularity; Galerkin-Petrov finite element method; quadratic eigenvalue problem; Arnoldi method; fracture mechanics; Fichera's corner;
D O I
10.1002/nme.230
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A general numerical procedure is presented for the efficient computation of corner singularities, which appear in the case of non-smooth domains in three-dimensional linear elasticity. For obtaining the order and mode of singularity, a neighbourhood of the singular point is considered with only local boundary conditions. The weak formulation of the problem is approximated by a Galerkin-Petrov finite element method. A quadratic eigenvalue problem (P + lambdaQ + lambda R-2) u = 0 is obtained, with explicitly analytically defined matrices P,Q,R. Moreover, the three matrices are found to have optimal structure, so that P,R are symmetric and Q is skew symmetric, which can serve as an advantage in the following solution process. On this foundation a powerful iterative solution technique based on the Arnoldi method is submitted. For not too large systems this technique needs only one direct factorization of the banded matrix P for finding all eigenvalues in the interval Re(lambda) is an element of (-0.5, 1.0) (no eigenpairs can be 'lost') as well as the corresponding eigenvectors, which is a great improvement in comparison with the normally used determinant method. For large systems a variant of the algorithm with an incomplete factorization of P is implemented to avoid the appearance of too much fill-in. To illustrate the effectiveness of the present method several new numerical results are presented. In general, they show the dependence of the singular exponent on different geometrical parameters and the material properties. Copyright (C) 2001 John Wiley & Sons, Ltd.
引用
收藏
页码:805 / 827
页数:23
相关论文
共 31 条
[21]   On 3D cracks intersecting a free surface in laminated composites [J].
Leguillon, D ;
Sanchez-Palencia, E .
INTERNATIONAL JOURNAL OF FRACTURE, 1999, 99 (1-2) :25-40
[22]  
Leguillon D., 1987, Computation of Singular Solutions in Elliptic Problems and Elasticity
[23]  
LEHOUCZ RB, 1998, ARPACK USERS GUIDE S
[24]  
MAZJA VG, 1991, MATH LEHRBUCHER MONO, V2
[25]  
MOVCHAN NV, 1990, B LENINGRAD STATE 1, V3, P34
[26]  
PETERSDORFF VT, 1989, THESIS TH DARMSTADT
[28]  
Schmitz H., 1993, NUMER METH PART D E, V9, P323
[29]   3-DIMENSIONAL STRESS SINGULARITIES IN ANISOTROPIC MATERIALS AND COMPOSITES [J].
SOMARATNA, N ;
TING, TCT .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1986, 24 (07) :1115-1134
[30]  
WILLIAMS ML, 1952, J APPL MECH-T ASME, V19, P526