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Truncated Newton-Lanczos method for overcoming limit and bifurcation points

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dc.contributor.author Papadrakakis, M en
dc.date.accessioned 2014-03-01T01:07:47Z
dc.date.available 2014-03-01T01:07:47Z
dc.date.issued 1990 en
dc.identifier.issn 0029-5981 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10169
dc.subject lanczos method en
dc.subject Truncated Newton en
dc.subject.classification Engineering, Multidisciplinary en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.other Computer Programming en
dc.subject.other Structural Analysis en
dc.subject.other Bifurcation Points en
dc.subject.other Newton-Lanczos Method en
dc.subject.other Mathematical Techniques en
dc.title Truncated Newton-Lanczos method for overcoming limit and bifurcation points en
heal.type journalArticle en
heal.identifier.primary 10.1002/nme.1620290511 en
heal.identifier.secondary http://dx.doi.org/10.1002/nme.1620290511 en
heal.language English en
heal.publicationDate 1990 en
heal.abstract In this study procedures for overcoming limit and bifurcation points in large-scale structural analysis problems are described and evaluated. The methods are based on Newton's method for the outer iterations, while for the linearized problem in each iteration the preconditioned truncated Lanczos method is employed. Special care is placed upon line search routines for accelerating the convergence properties and enhancing the stability of the outer method. The proposed methodology retains all characteristics of an iterative method by avoiding the factorization of the current stiffness matrix. The necessary eigenvalue information is retained in the tridiagonal matrix of the Lanczos approach. en
heal.publisher JOHN WILEY & SONS LTD en
heal.journalName International Journal for Numerical Methods in Engineering en
dc.identifier.doi 10.1002/nme.1620290511 en
dc.identifier.isi ISI:A1990DB69700010 en
dc.identifier.volume 29 en
dc.identifier.issue 5 en
dc.identifier.spage 1065 en
dc.identifier.epage 1077 en


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