An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures

Detalhes bibliográficos
Autor(a) principal: Saffari,Hamed
Data de Publicação: 2012
Outros Autores: Mirzai,Nadia M., Mansouri,Iman
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Latin American journal of solids and structures (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252012000400001
Resumo: This paper deals with the convergence acceleration of iterative nonlinear methods. An effective iterative algorithm, named the three-point method, is applied to nonlinear analysis of structures. In terms of computational cost, each iteration of the three-point method requires three evaluations of the function. In this study the effective functions have been proposed to accelerate the convergence process. The proposed method has a convergence order of eight, and it is important to note that its implementation does not require the computation of higher order derivatives compared to most other methods of the same order. To trace the equilibrium path beyond the limit point, a normal flow algorithm is implemented into a computer program. The three-point method is applied as an inner step in the normal flow algorithm. The procedure can be used for structures with complex behavior, including: unloading, snap-through, elastic post-buckling and inelastic post-buckling analyses. Several numerical examples are given to illustrate the efficiency and performance of the new method. Results show that the new method is comparable with the well-known existing methods and gives better results in convergence speed.
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spelling An accelerated incremental algorithm to trace the nonlinear equilibrium path of structuresNonlinear analysisConvergence accelerationNormal flow algorithmThree-point methodThis paper deals with the convergence acceleration of iterative nonlinear methods. An effective iterative algorithm, named the three-point method, is applied to nonlinear analysis of structures. In terms of computational cost, each iteration of the three-point method requires three evaluations of the function. In this study the effective functions have been proposed to accelerate the convergence process. The proposed method has a convergence order of eight, and it is important to note that its implementation does not require the computation of higher order derivatives compared to most other methods of the same order. To trace the equilibrium path beyond the limit point, a normal flow algorithm is implemented into a computer program. The three-point method is applied as an inner step in the normal flow algorithm. The procedure can be used for structures with complex behavior, including: unloading, snap-through, elastic post-buckling and inelastic post-buckling analyses. Several numerical examples are given to illustrate the efficiency and performance of the new method. Results show that the new method is comparable with the well-known existing methods and gives better results in convergence speed.Associação Brasileira de Ciências Mecânicas2012-08-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252012000400001Latin American Journal of Solids and Structures v.9 n.4 2012reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/S1679-78252012000400001info:eu-repo/semantics/openAccessSaffari,HamedMirzai,Nadia M.Mansouri,Imaneng2013-01-21T00:00:00Zoai:scielo:S1679-78252012000400001Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2013-01-21T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
title An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
spellingShingle An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
Saffari,Hamed
Nonlinear analysis
Convergence acceleration
Normal flow algorithm
Three-point method
title_short An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
title_full An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
title_fullStr An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
title_full_unstemmed An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
title_sort An accelerated incremental algorithm to trace the nonlinear equilibrium path of structures
author Saffari,Hamed
author_facet Saffari,Hamed
Mirzai,Nadia M.
Mansouri,Iman
author_role author
author2 Mirzai,Nadia M.
Mansouri,Iman
author2_role author
author
dc.contributor.author.fl_str_mv Saffari,Hamed
Mirzai,Nadia M.
Mansouri,Iman
dc.subject.por.fl_str_mv Nonlinear analysis
Convergence acceleration
Normal flow algorithm
Three-point method
topic Nonlinear analysis
Convergence acceleration
Normal flow algorithm
Three-point method
description This paper deals with the convergence acceleration of iterative nonlinear methods. An effective iterative algorithm, named the three-point method, is applied to nonlinear analysis of structures. In terms of computational cost, each iteration of the three-point method requires three evaluations of the function. In this study the effective functions have been proposed to accelerate the convergence process. The proposed method has a convergence order of eight, and it is important to note that its implementation does not require the computation of higher order derivatives compared to most other methods of the same order. To trace the equilibrium path beyond the limit point, a normal flow algorithm is implemented into a computer program. The three-point method is applied as an inner step in the normal flow algorithm. The procedure can be used for structures with complex behavior, including: unloading, snap-through, elastic post-buckling and inelastic post-buckling analyses. Several numerical examples are given to illustrate the efficiency and performance of the new method. Results show that the new method is comparable with the well-known existing methods and gives better results in convergence speed.
publishDate 2012
dc.date.none.fl_str_mv 2012-08-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252012000400001
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252012000400001
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1679-78252012000400001
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
dc.source.none.fl_str_mv Latin American Journal of Solids and Structures v.9 n.4 2012
reponame:Latin American journal of solids and structures (Online)
instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
instname_str Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron_str ABCM
institution ABCM
reponame_str Latin American journal of solids and structures (Online)
collection Latin American journal of solids and structures (Online)
repository.name.fl_str_mv Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
repository.mail.fl_str_mv abcm@abcm.org.br||maralves@usp.br
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