The Boundary Node Method (BNM) is developed in this paper for solving three-dimensional problems in linear elasticity. The BNM represents a coupling between Boundary Integral Equations (BIE) and Moving Least-Squares (MLS) interpolants. The main idea is to retain the dimensionality advantage of the f
Preconditioning methods for very ill-conditioned three-dimensional linear elasticity problems
โ Scribed by E. Graham; P. A. Forsyth
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 256 KB
- Volume
- 44
- Category
- Article
- ISSN
- 0029-5981
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โฆ Synopsis
Finite element models of linear elasticity arise in many application areas of structural analysis. Solving the resulting system of equations accounts for a large portion of the total cost for large, three-dimensional models, for which direct methods can be prohibitively expensive. Preconditioned Conjugate Gradient (PCG) methods are used to solve di cult problems with small (1) average element aspect ratios. Incomplete Cholesky (ILL T ) factorizations based on a drop tolerance parameter are used to form the preconditioning matrices. Various new techniques known as reduction techniques are examined. Combinations of these reduction techniques result in highly e ective preconditioners for problems with very poor aspect ratios. Standard and hierarchical triquadratic basis functions are used on hexahedral elements, and test problems comprising a variety of geometries with up to 50 000 degrees of freedom are considered. Manteu el's method of perturbing the sti ness matrix to ensure positive pivots occur during factorization is used, and its e ects on the convergence of the preconditioned system are discussed.
๐ SIMILAR VOLUMES
A boundary element method for solving three-dimensional linear elasticity problems that involve a large number of particles embedded in a binder is introduced. The proposed method relies on an iterative solution strategy in which matrix-vector multiplication is performed with the fast multipole meth