An algebraically partitioned FETI method for the solution of structural engineering problems on parallel computers is presented. The present algorithm consists of three attributes: an explicit generation of the orthogonal null-space matrix associated with the interface nodal forces, the oating subdo
An algebraically partitioned FETI method for parallel structural analysis: performance evaluation
β Scribed by Manoel R. Justino JR; K. C. Park; Carlos A. Felippa
- Publisher
- John Wiley and Sons
- Year
- 1997
- Tongue
- English
- Weight
- 529 KB
- Volume
- 40
- Category
- Article
- ISSN
- 0029-5981
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β¦ Synopsis
This paper presents the algorithmic performance of an algebraically partitioned Finite Element Tearing and Interconnection (FETI) method presented in a companion paper. A simple structural assembly topology is employed to illustrate the implementation steps in a Matlab software environment. Numerical results indicate that the method is scalable, provided the iterative solution preconditioner employs the reduced interface Dirichlet preconditioner. A limited comparison of the present method with the di erentially partitioned FETI method with corner modes is also o ered. Based on this comparison and a reasonable extrapolation, we conclude the present algebraically partitioned FETI method possesses a similar iteration convergence property of the di erentially partitioned FETI method with corner modes. ?
π SIMILAR VOLUMES
This paper describes an optimization and artiΓΏcial intelligence-based approach for solving the mesh partitioning problem for explicit parallel dynamic ΓΏnite element analysis. The Sub-Domain Generation Method (SGM) (Topping, Khan, Parallel Finite Element Computations. Saxe-Coburg Publications: Edinbu