Evaluation of energy absorption performance of steel square profiles with circular discontinuities

Detalhes bibliográficos
Autor(a) principal: Szwedowicz,Dariusz
Data de Publicação: 2014
Outros Autores: Estrada,Quirino, Cortes,Claudia, Bedolla,Jorge, Alvarez,Gabriela, Castro,Fernando
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=S1679-78252014001000003
Resumo: This article details the experimental and numerical results on the energy absorption performance of square tubular profile with circular discontinuities drilled at lengthwise in the structure. A straight profile pattern was utilized to compare the absorption of energy between the ones with discontinuities under quasi-static loads. The collapse mode and energy absorption conditions were modified by circular holes. The holes were drilled symmetrically in two walls and located in three different positions along of profile length. The results showed a better performance on energy absorption for the circular discontinuities located in middle height. With respect to a profile without holes, a maximum increase of 7% in energy absorption capacity was obtained experimentally. Also, the numerical simulation confirmed that the implementation of circular discontinuities can reduce the peak load (Pmax) by 10%. A present analysis has been conducted to compare numerical results obtained by means of the finite element method with the experimental data captured by using the testing machine. Finally the discrete model of the tube with and without geometrical discontinuities presents very good agreements with the experimental results.
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spelling Evaluation of energy absorption performance of steel square profiles with circular discontinuitiesThin walled structurecircular discontinuitiesenergy performancefinite element methodexperimental standThis article details the experimental and numerical results on the energy absorption performance of square tubular profile with circular discontinuities drilled at lengthwise in the structure. A straight profile pattern was utilized to compare the absorption of energy between the ones with discontinuities under quasi-static loads. The collapse mode and energy absorption conditions were modified by circular holes. The holes were drilled symmetrically in two walls and located in three different positions along of profile length. The results showed a better performance on energy absorption for the circular discontinuities located in middle height. With respect to a profile without holes, a maximum increase of 7% in energy absorption capacity was obtained experimentally. Also, the numerical simulation confirmed that the implementation of circular discontinuities can reduce the peak load (Pmax) by 10%. A present analysis has been conducted to compare numerical results obtained by means of the finite element method with the experimental data captured by using the testing machine. Finally the discrete model of the tube with and without geometrical discontinuities presents very good agreements with the experimental results.Associação Brasileira de Ciências Mecânicas2014-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001000003Latin American Journal of Solids and Structures v.11 n.10 2014reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/S1679-78252014001000003info:eu-repo/semantics/openAccessSzwedowicz,DariuszEstrada,QuirinoCortes,ClaudiaBedolla,JorgeAlvarez,GabrielaCastro,Fernandoeng2014-12-05T00:00:00Zoai:scielo:S1679-78252014001000003Revistahttp://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:2014-12-05T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv Evaluation of energy absorption performance of steel square profiles with circular discontinuities
title Evaluation of energy absorption performance of steel square profiles with circular discontinuities
spellingShingle Evaluation of energy absorption performance of steel square profiles with circular discontinuities
Szwedowicz,Dariusz
Thin walled structure
circular discontinuities
energy performance
finite element method
experimental stand
title_short Evaluation of energy absorption performance of steel square profiles with circular discontinuities
title_full Evaluation of energy absorption performance of steel square profiles with circular discontinuities
title_fullStr Evaluation of energy absorption performance of steel square profiles with circular discontinuities
title_full_unstemmed Evaluation of energy absorption performance of steel square profiles with circular discontinuities
title_sort Evaluation of energy absorption performance of steel square profiles with circular discontinuities
author Szwedowicz,Dariusz
author_facet Szwedowicz,Dariusz
Estrada,Quirino
Cortes,Claudia
Bedolla,Jorge
Alvarez,Gabriela
Castro,Fernando
author_role author
author2 Estrada,Quirino
Cortes,Claudia
Bedolla,Jorge
Alvarez,Gabriela
Castro,Fernando
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Szwedowicz,Dariusz
Estrada,Quirino
Cortes,Claudia
Bedolla,Jorge
Alvarez,Gabriela
Castro,Fernando
dc.subject.por.fl_str_mv Thin walled structure
circular discontinuities
energy performance
finite element method
experimental stand
topic Thin walled structure
circular discontinuities
energy performance
finite element method
experimental stand
description This article details the experimental and numerical results on the energy absorption performance of square tubular profile with circular discontinuities drilled at lengthwise in the structure. A straight profile pattern was utilized to compare the absorption of energy between the ones with discontinuities under quasi-static loads. The collapse mode and energy absorption conditions were modified by circular holes. The holes were drilled symmetrically in two walls and located in three different positions along of profile length. The results showed a better performance on energy absorption for the circular discontinuities located in middle height. With respect to a profile without holes, a maximum increase of 7% in energy absorption capacity was obtained experimentally. Also, the numerical simulation confirmed that the implementation of circular discontinuities can reduce the peak load (Pmax) by 10%. A present analysis has been conducted to compare numerical results obtained by means of the finite element method with the experimental data captured by using the testing machine. Finally the discrete model of the tube with and without geometrical discontinuities presents very good agreements with the experimental results.
publishDate 2014
dc.date.none.fl_str_mv 2014-01-01
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=S1679-78252014001000003
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014001000003
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1679-78252014001000003
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.11 n.10 2014
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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