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Unconditionally stable concurrent procedures for transient finite-element analysisA family of algorithms was outlined which would appear to be particularly well-suited for implementation in a parallel environment. This is due to the fact that for any partition of the mesh each subdomain in the partition can be processed over a time step simultaneously and independently of the rest. The method eliminates the need for assembling and factorizing large global arrays while retaining the unconditional stability properties of the algorithms used at the local level. To critically appraise the proposed methodology, two limiting cases were considered: element-by-element mesh partitions, and coarse mesh partitions. It was concluded that while the proposed methodology can be useful in sequential machines, it would appear to be promising as it bears on computation. It should also be emphasized that extensions of the method to nonlinear problems are possible.
Document ID
19890015286
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Ortiz, Michael
(Brown Univ. Providence, RI., United States)
Nour-Omid, Bahram
(California Univ. Berkeley., United States)
Date Acquired
September 5, 2013
Publication Date
May 1, 1989
Publication Information
Publication: NASA, Langley Research Center, Computational Methods for Structural Mechanics and Dynamics
Subject Category
Structural Mechanics
Accession Number
89N24657
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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