Evaluation of energy absorption performance of steel square profiles with circular discontinuities
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , , , , |
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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Latin American journal of solids and structures (Online) |
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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 |
_version_ |
1754302887662452736 |