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Updating finite element dynamic models using an element-by-element sensitivity methodologyA sensitivity-based methodology for improving the finite element model of a given structure using test modal data and a few sensors is presented. The proposed method searches for both the location and sources of the mass and stiffness errors and does not interfere with the theory behind the finite element model while correcting these errors. The updating algorithm is derived from the unconstrained minimization of the squared L sub 2 norms of the modal dynamic residuals via an iterative two-step staggered procedure. At each iteration, the measured mode shapes are first expanded assuming that the model is error free, then the model parameters are corrected assuming that the expanded mode shapes are exact. The numerical algorithm is implemented in an element-by-element fashion and is capable of 'zooming' on the detected error locations. Several simulation examples which demonstate the potential of the proposed methodology are discussed.
Document ID
19930065024
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
Authors
Farhat, Charbel
(NASA Headquarters Washington, DC United States)
Hemez, Francois M.
(Colorado Univ. Boulder, United States)
Date Acquired
August 16, 2013
Publication Date
September 1, 1993
Publication Information
Publication: AIAA Journal
Volume: 31
Issue: 9
ISSN: 0001-1452
Subject Category
Structural Mechanics
Report/Patent Number
ISSN: 0001-1452
Accession Number
93A49021
Funding Number(s)
CONTRACT_GRANT: NAGW-1388
CONTRACT_GRANT: NSF ASC-87-17773
Distribution Limits
Public
Copyright
Other

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