SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD

Detalhes bibliográficos
Autor(a) principal: Carvalho, Wellington Tatagiba de
Data de Publicação: 2017
Outros Autores: Aguilar, Carlos Andrés, Dumont, Ney Augusto
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista Interdisciplinar de Pesquisa em Engenharia
Texto Completo: https://periodicos.unb.br/index.php/ripe/article/view/21716
Resumo: The third author and collaborators have combined and extended Pian’s hybrid finite element formulation and Przemieniecki’s suggestion of displacement-based, frequencydependent elements to arrive at a hybrid boundary element method for the general modal analysis of transient problems. Starting from a frequency-domain formulation, it has been shown that there is an underlying symmetric, nonlinear eigenvalue problem related to the lambda-matrices of a free-vibration analysis, with an effective stiffness matrix expressed as the frequency power series of generalized stiffness and mass matrices. Although the formulation is undeniably advantageous in the analysis of framed structures, for which all coefficient matrices can be analytically obtained, its practical application as a general finite/boundary element analysis tool is questionable. In fact, dealing with large-scale problems calls for simplifications to speed up the numerical evaluations, which unavoidably occur at the cost of the symmetry ”“ or just positive-definitiveness ”“ of the involved matrices. These issues deserve a closer theoretical investigation both in terms of applicability of the method and of the further generalization of the underlying eigenvalue problem, whose efficient solution seems to demand the use of advanced eigenvalue-deflation techniques, among other manipulation possibilities. This is the subject of the present paper, which also includes some illustrative numerical examples.
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spelling SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHODBoundary elements. Time-dependent problems. Generalized modal analysis. Quasi-symmetric problems. Deflation method.The third author and collaborators have combined and extended Pian’s hybrid finite element formulation and Przemieniecki’s suggestion of displacement-based, frequencydependent elements to arrive at a hybrid boundary element method for the general modal analysis of transient problems. Starting from a frequency-domain formulation, it has been shown that there is an underlying symmetric, nonlinear eigenvalue problem related to the lambda-matrices of a free-vibration analysis, with an effective stiffness matrix expressed as the frequency power series of generalized stiffness and mass matrices. Although the formulation is undeniably advantageous in the analysis of framed structures, for which all coefficient matrices can be analytically obtained, its practical application as a general finite/boundary element analysis tool is questionable. In fact, dealing with large-scale problems calls for simplifications to speed up the numerical evaluations, which unavoidably occur at the cost of the symmetry ”“ or just positive-definitiveness ”“ of the involved matrices. These issues deserve a closer theoretical investigation both in terms of applicability of the method and of the further generalization of the underlying eigenvalue problem, whose efficient solution seems to demand the use of advanced eigenvalue-deflation techniques, among other manipulation possibilities. This is the subject of the present paper, which also includes some illustrative numerical examples.Programa de Pós-Graduação em Integridade de Materiais da Engenharia2017-01-25info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.unb.br/index.php/ripe/article/view/2171610.26512/ripe.v2i7.21716Revista Interdisciplinar de Pesquisa em Engenharia; Vol. 2 No. 7 (2016): BOUNDARY ELEMENT AND MESH REDUCED METHODS (II); 127-145Revista Interdisciplinar de Pesquisa em Engenharia; v. 2 n. 7 (2016): BOUNDARY ELEMENT AND MESH REDUCED METHODS (II); 127-1452447-6102reponame:Revista Interdisciplinar de Pesquisa em Engenhariainstname:Universidade de Brasília (UnB)instacron:UNBenghttps://periodicos.unb.br/index.php/ripe/article/view/21716/20028Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia - RIPEinfo:eu-repo/semantics/openAccessCarvalho, Wellington Tatagiba deAguilar, Carlos AndrésDumont, Ney Augusto2019-06-07T18:34:09Zoai:ojs.pkp.sfu.ca:article/21716Revistahttps://periodicos.unb.br/index.php/ripePUBhttps://periodicos.unb.br/index.php/ripe/oaianflor@unb.br2447-61022447-6102opendoar:2019-06-07T18:34:09Revista Interdisciplinar de Pesquisa em Engenharia - Universidade de Brasília (UnB)false
dc.title.none.fl_str_mv SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
title SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
spellingShingle SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
Carvalho, Wellington Tatagiba de
Boundary elements. Time-dependent problems. Generalized modal analysis. Quasi-symmetric problems. Deflation method.
title_short SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
title_full SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
title_fullStr SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
title_full_unstemmed SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
title_sort SOME ISSUES IN THE GENERALIZED NONLINEAR EIGENVALUE ANALYSIS OF TIME-DEPENDENT PROBLEMS IN THE SIMPLIFIED BOUNDARY ELEMENT METHOD
author Carvalho, Wellington Tatagiba de
author_facet Carvalho, Wellington Tatagiba de
Aguilar, Carlos Andrés
Dumont, Ney Augusto
author_role author
author2 Aguilar, Carlos Andrés
Dumont, Ney Augusto
author2_role author
author
dc.contributor.author.fl_str_mv Carvalho, Wellington Tatagiba de
Aguilar, Carlos Andrés
Dumont, Ney Augusto
dc.subject.por.fl_str_mv Boundary elements. Time-dependent problems. Generalized modal analysis. Quasi-symmetric problems. Deflation method.
topic Boundary elements. Time-dependent problems. Generalized modal analysis. Quasi-symmetric problems. Deflation method.
description The third author and collaborators have combined and extended Pian’s hybrid finite element formulation and Przemieniecki’s suggestion of displacement-based, frequencydependent elements to arrive at a hybrid boundary element method for the general modal analysis of transient problems. Starting from a frequency-domain formulation, it has been shown that there is an underlying symmetric, nonlinear eigenvalue problem related to the lambda-matrices of a free-vibration analysis, with an effective stiffness matrix expressed as the frequency power series of generalized stiffness and mass matrices. Although the formulation is undeniably advantageous in the analysis of framed structures, for which all coefficient matrices can be analytically obtained, its practical application as a general finite/boundary element analysis tool is questionable. In fact, dealing with large-scale problems calls for simplifications to speed up the numerical evaluations, which unavoidably occur at the cost of the symmetry ”“ or just positive-definitiveness ”“ of the involved matrices. These issues deserve a closer theoretical investigation both in terms of applicability of the method and of the further generalization of the underlying eigenvalue problem, whose efficient solution seems to demand the use of advanced eigenvalue-deflation techniques, among other manipulation possibilities. This is the subject of the present paper, which also includes some illustrative numerical examples.
publishDate 2017
dc.date.none.fl_str_mv 2017-01-25
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://periodicos.unb.br/index.php/ripe/article/view/21716
10.26512/ripe.v2i7.21716
url https://periodicos.unb.br/index.php/ripe/article/view/21716
identifier_str_mv 10.26512/ripe.v2i7.21716
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://periodicos.unb.br/index.php/ripe/article/view/21716/20028
dc.rights.driver.fl_str_mv Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia - RIPE
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2019 Revista Interdisciplinar de Pesquisa em Engenharia - RIPE
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Programa de Pós-Graduação em Integridade de Materiais da Engenharia
publisher.none.fl_str_mv Programa de Pós-Graduação em Integridade de Materiais da Engenharia
dc.source.none.fl_str_mv Revista Interdisciplinar de Pesquisa em Engenharia; Vol. 2 No. 7 (2016): BOUNDARY ELEMENT AND MESH REDUCED METHODS (II); 127-145
Revista Interdisciplinar de Pesquisa em Engenharia; v. 2 n. 7 (2016): BOUNDARY ELEMENT AND MESH REDUCED METHODS (II); 127-145
2447-6102
reponame:Revista Interdisciplinar de Pesquisa em Engenharia
instname:Universidade de Brasília (UnB)
instacron:UNB
instname_str Universidade de Brasília (UnB)
instacron_str UNB
institution UNB
reponame_str Revista Interdisciplinar de Pesquisa em Engenharia
collection Revista Interdisciplinar de Pesquisa em Engenharia
repository.name.fl_str_mv Revista Interdisciplinar de Pesquisa em Engenharia - Universidade de Brasília (UnB)
repository.mail.fl_str_mv anflor@unb.br
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