A general numerical procedure is presented for the efficient computation of
corner singularities, which appear in the case of non-smooth domains in th
ree-dimensional linear elasticity. For obtaining the order and mode of sing
ularity, a neighbourhood of the singular point is considered with only loca
l 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 opti
mal 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 foundatio
n a powerful iterative solution technique based on the Arnoldi method is su
bmitted. For not too large systems this technique needs only one direct fac
torization of the banded matrix P for finding all eigenvalues in the interv
al 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 co
mparison with the normally used determinant method. For large systems a var
iant of the algorithm with an incomplete factorization of P is implemented
to avoid the appearance of too much fill-in. To illustrate the effectivenes
s of the present method several new numerical results are presented. In gen
eral, they show the dependence of the singular exponent on different geomet
rical parameters and the material properties. Copyright (C) 2001 John Wiley
& Sons, Ltd.