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A selective relaxation iterative solution technique for nonlinear structural analysis problems

โœ Scribed by L. Carter Wellford; Halis Sen


Publisher
John Wiley and Sons
Year
1981
Tongue
English
Weight
664 KB
Volume
17
Category
Article
ISSN
0029-5981

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โœฆ Synopsis


Abstract

A series of algorithms, to solve the nonlinear algebraic equations resulting from nonlinear finite element models, are proposed. These algorithms involve a selective relaxation of the corrections defined by the modified Newton method. The resulting techniques accelerate the convergence of the modified Newton method. The improved convergence rate is obtained at the expense of a small increase in storage requirements. The results of numerical experiments, on certain nonlinear elasticity problems, are presented to verify the developed techniques.


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