A class of non-linear elliptic problems in inÿnite domains is considered, with non-linearities extending to inÿnity. Examples include steady-state heat radiation from an inÿnite plate, and the de ection of an inÿnite membrane on a non-linear elastic foundation. Also, this class of problems may serve
Block iterative finite element preprocessed scheme for simulation of large non-linear problems
✍ Scribed by Clifford I. Voss; George F. Pinder
- Publisher
- John Wiley and Sons
- Year
- 1978
- Tongue
- English
- Weight
- 846 KB
- Volume
- 12
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
✦ Synopsis
Abstract
The ‘Block Iterative Finite Element Preprocessed Scheme’ (BIFEPS) for finite element simulation combines two independent steps. In the ‘finite element preporcessing step’, spatial information about the finite element mesh is analysed and all integrals arising from the application of the Galerkin method are evaluated and stored on a permanent sequential storage unit (such as tape or disk). In the ‘block iterative step’, the preprocessed information is retrieved from permanent storage and the matrix equation is assembled and solved in an efficient manner according to a generalization of the block successive over‐relaxation iterative method. Significant advantages over common finite element simulation techniques are achieved in terms of both computer core requirements and execution time. Numerical experiments show that the advantages of BIFEPS are greatest for large, non‐linear simulation problems.
📜 SIMILAR VOLUMES
## Abstract A new global secant relaxation (GSR)‐method‐based improvement procedure is used to improve the overall convergency performance of the modified Newton‐Raphson iteration in carrying out the solution of discrete systems resulting from the finite‐element discretization of a certain class of
This study presents a new scheme for performing integration point constitutive updates for anisotropic, small strain, non-linear viscoelasticity, within the context of implicit, non-linear "nite element structural analysis. While the basic scheme has been presented earlier by the authors for linear
In a previous paper a modified Hu-Washizu variational formulation has been used to derive an accurate four node plane strain/stress finite element denoted QE2. For the mixed element QE2 two enhanced strain terms are used and the assumed stresses satisfy the equilibrium equations a priori for the lin