HEAL DSpace

Tracing post-limit-point paths with incomplete or without factorization of the stiffness matrix

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dc.contributor.author Papadrakakis, M en
dc.contributor.author Theoharis, AP en
dc.date.accessioned 2014-03-01T01:08:35Z
dc.date.available 2014-03-01T01:08:35Z
dc.date.issued 1991 en
dc.identifier.issn 0045-7825 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10590
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0026191543&partnerID=40&md5=18865a42c1ea40c4bd0303ca82158a9d en
dc.subject.classification Engineering, Multidisciplinary en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.classification Mechanics en
dc.subject.other Computer Programming - Algorithms en
dc.subject.other Mathematical Techniques - Iterative Methods en
dc.subject.other Conjugate-Newton Methods en
dc.subject.other Factorization en
dc.subject.other Post-Limit-Point Path Tracing en
dc.subject.other Stiffness Matrix en
dc.subject.other Structural Design en
dc.title Tracing post-limit-point paths with incomplete or without factorization of the stiffness matrix en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1991 en
heal.abstract In this work nonlinear versions of preconditioned conjugate gradient-like methods have been employed in conjunction with a work control constraint in order to trace the complete load-displacement path beyond limit points. The so called conjugate and secant-Newton methods combine the convergence properties of Newton-like methods and the low storage requirements of vector iteration methods by varying the storage demands for the preconditioning matrix according to the available computer storage facilities. Special care has to be taken in the line search routine which is indispensable for any nonlinear version of a conjugate gradient-like method. The constraint formulation of the methods is properly modified to incorporate the line search, while a special implementation is proposed for the unstable branches of the load-displacement curves where the corresponding stationary point of the total potential energy is a saddle point. en
heal.publisher ELSEVIER SCIENCE SA LAUSANNE en
heal.journalName Computer Methods in Applied Mechanics and Engineering en
dc.identifier.isi ISI:A1991FV93000002 en
dc.identifier.volume 88 en
dc.identifier.issue 2 en
dc.identifier.spage 165 en
dc.identifier.epage 187 en


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