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Self-adaptive incremental Newton-Raphson algorithmsMultilevel self-adaptive Newton-Raphson type strategies are developed to improve the solution efficiency of nonlinear finite element simulations of statically loaded structures. The overall strategy involves three basic levels. The first level involves preliminary solution tunneling via primative operators. Secondly, the solution is constantly monitored via quality/convergence/nonlinearity tests. Lastly, the third level involves self-adaptive algorithmic update procedures aimed at improving the convergence characteristics of the Newton-Raphson strategy. Numerical experiments are included to illustrate the results of the procedure.
Document ID
19800024256
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Padovan, J.
(Akron Univ. Akron, OH, United States)
Date Acquired
August 10, 2013
Publication Date
January 1, 1980
Publication Information
Publication: NASA. Langley Research Center Res. in Nonlinear Struct. and Solid Mech.
Subject Category
Structural Mechanics
Accession Number
80N32764
Funding Number(s)
CONTRACT_GRANT: NAG3-54
CONTRACT_GRANT: N00014-78-C-0691
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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