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Parallel Algorithms for Generation and Assembly of Finite Element Matrices

  • Due Thai Nguyen

Abstract

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 [3.13.7].

Keywords

Stiffness Matrix Element Stiffness Truss Structure Parallel Generation Frame Element 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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3.10 References

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Copyright information

© Springer Science+Business Media New York 2002

Authors and Affiliations

  • Due Thai Nguyen
    • 1
  1. 1.Old Dominion UniversityNorfolkUSA

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