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A new explicit variable time-integration self-starting methodology for computational structural dynamicsA new explicit variable time-integration methodology and architecture which possesses self-starting attributes, eliminates the need to involve acceleration computations, and which has improved accuracy characteristics in comparison to the traditional central-difference-type formulations customarily advocated is described for applicability to computational structural dynamics. To sharpen the focus of the present study, an explicit variable time-integration architecture which is relatively simple, yet effective, is described. Unlike variable explicit time-integration formulations adopted in the past, the present self-starting variable time-integration architecture and implementation aspects facilitate a simplified representation and a straightforward and effective approach for combining finite element meshes requiring different time steps in a single analysis. Numerical test cases are provided which demonstrate the applicability of the proposed formulations.
Document ID
19920053620
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
External Source(s)
Authors
Tamma, Kumar K.
(NASA Langley Research Center Hampton, VA, United States)
D'Costa, Joseph F.
(Minnesota, University Minneapolis, United States)
Date Acquired
August 15, 2013
Publication Date
April 30, 1992
Publication Information
Publication: International Journal for Numerical Methods in Engineering
Volume: 33
Issue: 6 Ap
ISSN: 0029-5981
Subject Category
Structural Mechanics
Accession Number
92A36244
Funding Number(s)
CONTRACT_GRANT: NAG1-808
Distribution Limits
Public
Copyright
Other

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