Parallel Algorithms for Generation and Assembly of Finite Element Matrices
The solution of simultaneous linear equations or eigenvalue equations can be considered as a major component of many existing finite element codes, since it represents a major fraction of CPU time for the solution process in statics, free vibration, transient response, structural optimization, and control structure interaction (CSI) of large-scale, flexible space structures. Researchers are endeavoring to develop efficient parallel algorithms for solving large systems of linear equations, eigenvalue equations, and much progress has been recently reported in the literature [3.1–3.7].
KeywordsStiffness Matrix Element Stiffness Truss Structure Parallel Generation Frame Element
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