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Eigensolution of finite element problems in a completely connected parallel architectureA parallel algorithm is presented for the solution of the generalized eigenproblem in linear elastic finite element analysis. The algorithm is based on a completely connected parallel architecture in which each processor is allowed to communicate with all other processors. The algorithm is successfully implemented on a tightly coupled MIMD parallel processor. A finite element model is divided into m domains each of which is assumed to process n elements. Each domain is then assigned to a processor or to a logical processor (task) if the number of domains exceeds the number of physical processors. The effect of the number of domains, the number of degrees-of-freedom located along the global fronts, and the dimension of the subspace on the performance of the algorithm is investigated. For a 64-element rectangular plate, speed-ups of 1.86, 3.13, 3.18, and 3.61 are achieved on two, four, six, and eight processors, respectively.
Document ID
19890043497
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Akl, F.
(Ohio University Athens, United States)
Morel, M.
(Ohio Univ. Athens, OH, United States)
Date Acquired
August 14, 2013
Publication Date
January 1, 1989
Subject Category
Computer Systems
Report/Patent Number
AIAA PAPER 89-1395
Meeting Information
Meeting: AIAA, ASME, ASCE, AHS, and ASC, Structures, Structural Dynamics and Materials Conference
Location: Mobile, AL
Country: United States
Start Date: April 3, 1989
End Date: April 5, 1989
Accession Number
89A30868
Distribution Limits
Public
Copyright
Other

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