Mechanism free domain decomposition

The simulation of three-dimensional (3D) structural dynamics on massively parallel platforms places stringent requirements on the existing software infrastructure. A constrained and nonlinear graph partitioning problem that arises in scalable iterative substructuring methods, such as finite element...

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Veröffentlicht in:Computer methods in applied mechanics and engineering 2003-02, Vol.192 (7), p.763-776
Hauptverfasser: Day, D.M., Bhardwaj, M.K., Reese, G.M., Peery, J.S.
Format: Artikel
Sprache:eng
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Zusammenfassung:The simulation of three-dimensional (3D) structural dynamics on massively parallel platforms places stringent requirements on the existing software infrastructure. A constrained and nonlinear graph partitioning problem that arises in scalable iterative substructuring methods, such as finite element tearing and interconnecting (FETI) methods, is identified. New sufficient criteria on a partition are presented that ensure the applicability of FETI methods, and improve the associated preconditioner. One-dimensional finite elements in 3D structures are treated by an encapsulation method. The techniques are demonstrated on complex finite element model problems.
ISSN:0045-7825
1879-2138
DOI:10.1016/S0045-7825(02)00537-6