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Stability and accuracy analysis of some fully-discrete algorithms for the one-dimensional second-order wave equationThe present investigation is concerned with some basic results for a predictor-multicorrector algorithm applied to the one-dimensional wave equation, giving particular attention to so-called 2-pass explicit schemes in which both lumped and coupled mass matrices are employed. In an assessment of the accuracy and stability properties of the algorithms, use is made of the one-dimensional, second-order wave equation. The maximum stable time step of the lumped right-hand-side mass, 2-pass explicit algorithm is twice that of the 1-pass explicit algorithm. Improved accuracy is obtained by employing higher-order, or consistent, right-hand-side, mass.
Document ID
19850039838
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
Authors
Hughes, T. J. R.
(Stanford University Stanford, CA, United States)
Tezduyar, T. E.
(Houston, University Houston, TX, United States)
Date Acquired
August 12, 2013
Publication Date
January 1, 1984
Publication Information
Publication: Computers and Structures
Volume: 19
Issue: 4 19
ISSN: 0045-7949
Subject Category
Structural Mechanics
Accession Number
85A21989
Funding Number(s)
CONTRACT_GRANT: NCA2-OR-745-104
Distribution Limits
Public
Copyright
Other

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