Local buckling and post-critical behavior of thin-walled composite channel section columns

Detalhes bibliográficos
Autor(a) principal: D’Aguiar,Savanna Cristina Medeiros
Data de Publicação: 2018
Outros Autores: Parente Junior,Evandro
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=S1679-78252018000700505
Resumo: Abstract This work presents a study of the behavior, performance and failure of thin-walled composite channel section columns. The study is carried-out using nonlinear finite element models of laminated columns, including geometric imperfections and material failure, as well as approximate analytical solutions based on the Classical Lamination Theory. The accuracy of the numerical model is assessed using experimental results available in the literature and very good results were obtained. The results show the influence of the column layup and wall thickness on the structural behavior of laminated columns, including the buckling mode and ultimate failure load. Finally, the numerical model is used to assess the accuracy of approximate closed-form expressions for evaluation of the local buckling loads of composite channel section columns.
id ABCM-1_313c6afff040cc570c2075e3b8346ef9
oai_identifier_str oai:scielo:S1679-78252018000700505
network_acronym_str ABCM-1
network_name_str Latin American journal of solids and structures (Online)
repository_id_str
spelling Local buckling and post-critical behavior of thin-walled composite channel section columnsLaminated ColumnsComposite MaterialsStabilityLocal BucklingFinite Element AnalysisAbstract This work presents a study of the behavior, performance and failure of thin-walled composite channel section columns. The study is carried-out using nonlinear finite element models of laminated columns, including geometric imperfections and material failure, as well as approximate analytical solutions based on the Classical Lamination Theory. The accuracy of the numerical model is assessed using experimental results available in the literature and very good results were obtained. The results show the influence of the column layup and wall thickness on the structural behavior of laminated columns, including the buckling mode and ultimate failure load. Finally, the numerical model is used to assess the accuracy of approximate closed-form expressions for evaluation of the local buckling loads of composite channel section columns.Associação Brasileira de Ciências Mecânicas2018-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000700505Latin American Journal of Solids and Structures v.15 n.7 2018reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78254884info:eu-repo/semantics/openAccessD’Aguiar,Savanna Cristina MedeirosParente Junior,Evandroeng2018-07-17T00:00:00Zoai:scielo:S1679-78252018000700505Revistahttp://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:2018-07-17T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv Local buckling and post-critical behavior of thin-walled composite channel section columns
title Local buckling and post-critical behavior of thin-walled composite channel section columns
spellingShingle Local buckling and post-critical behavior of thin-walled composite channel section columns
D’Aguiar,Savanna Cristina Medeiros
Laminated Columns
Composite Materials
Stability
Local Buckling
Finite Element Analysis
title_short Local buckling and post-critical behavior of thin-walled composite channel section columns
title_full Local buckling and post-critical behavior of thin-walled composite channel section columns
title_fullStr Local buckling and post-critical behavior of thin-walled composite channel section columns
title_full_unstemmed Local buckling and post-critical behavior of thin-walled composite channel section columns
title_sort Local buckling and post-critical behavior of thin-walled composite channel section columns
author D’Aguiar,Savanna Cristina Medeiros
author_facet D’Aguiar,Savanna Cristina Medeiros
Parente Junior,Evandro
author_role author
author2 Parente Junior,Evandro
author2_role author
dc.contributor.author.fl_str_mv D’Aguiar,Savanna Cristina Medeiros
Parente Junior,Evandro
dc.subject.por.fl_str_mv Laminated Columns
Composite Materials
Stability
Local Buckling
Finite Element Analysis
topic Laminated Columns
Composite Materials
Stability
Local Buckling
Finite Element Analysis
description Abstract This work presents a study of the behavior, performance and failure of thin-walled composite channel section columns. The study is carried-out using nonlinear finite element models of laminated columns, including geometric imperfections and material failure, as well as approximate analytical solutions based on the Classical Lamination Theory. The accuracy of the numerical model is assessed using experimental results available in the literature and very good results were obtained. The results show the influence of the column layup and wall thickness on the structural behavior of laminated columns, including the buckling mode and ultimate failure load. Finally, the numerical model is used to assess the accuracy of approximate closed-form expressions for evaluation of the local buckling loads of composite channel section columns.
publishDate 2018
dc.date.none.fl_str_mv 2018-01-01
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=S1679-78252018000700505
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252018000700505
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/1679-78254884
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.15 n.7 2018
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
_version_ 1754302889623289856