Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections
Autor(a) principal: | |
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Data de Publicação: | 2019 |
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=S1679-78252019000300500 |
Resumo: | Abstract This paper describes the experimental performance of the bolted stiffened end-plate (BSEP) and bolted flange-plate (BFP) connections using European hot-rolled profiles and built-up profiles. Four connections are designed and constructed according to FEMA-350 and are performed under cyclic loading. The influence of using different member profiles (European profiles and built-up profiles) in both the BSEP and BFP connections are examined. The obtained test results, including failure modes, hysteretic curves, ultimate moment and rotation values and panel zone extensions were reported and the performance of different connections is compared. It was found out, based on the obtained test results, that using hot-rolled or built-up profiles in the connection does not affect its global behavior. |
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oai:scielo:S1679-78252019000300500 |
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ABCM-1 |
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Latin American journal of solids and structures (Online) |
repository_id_str |
|
spelling |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connectionsExperimental studybolted stiffened end-plate connectionbolted flange-plate connectioncyclic loadingEuropean profilesAbstract This paper describes the experimental performance of the bolted stiffened end-plate (BSEP) and bolted flange-plate (BFP) connections using European hot-rolled profiles and built-up profiles. Four connections are designed and constructed according to FEMA-350 and are performed under cyclic loading. The influence of using different member profiles (European profiles and built-up profiles) in both the BSEP and BFP connections are examined. The obtained test results, including failure modes, hysteretic curves, ultimate moment and rotation values and panel zone extensions were reported and the performance of different connections is compared. It was found out, based on the obtained test results, that using hot-rolled or built-up profiles in the connection does not affect its global behavior.Associação Brasileira de Ciências Mecânicas2019-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300500Latin American Journal of Solids and Structures v.16 n.3 2019reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78255089info:eu-repo/semantics/openAccessYılmaz,OrkunBekiroğlu,SerkanAlemdar,FatihArslan,GüraySevim,BarışAyvaz,Yusufeng2019-03-19T00:00:00Zoai:scielo:S1679-78252019000300500Revistahttp://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:2019-03-19T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections |
title |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections |
spellingShingle |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections Yılmaz,Orkun Experimental study bolted stiffened end-plate connection bolted flange-plate connection cyclic loading European profiles |
title_short |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections |
title_full |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections |
title_fullStr |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections |
title_full_unstemmed |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections |
title_sort |
Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections |
author |
Yılmaz,Orkun |
author_facet |
Yılmaz,Orkun Bekiroğlu,Serkan Alemdar,Fatih Arslan,Güray Sevim,Barış Ayvaz,Yusuf |
author_role |
author |
author2 |
Bekiroğlu,Serkan Alemdar,Fatih Arslan,Güray Sevim,Barış Ayvaz,Yusuf |
author2_role |
author author author author author |
dc.contributor.author.fl_str_mv |
Yılmaz,Orkun Bekiroğlu,Serkan Alemdar,Fatih Arslan,Güray Sevim,Barış Ayvaz,Yusuf |
dc.subject.por.fl_str_mv |
Experimental study bolted stiffened end-plate connection bolted flange-plate connection cyclic loading European profiles |
topic |
Experimental study bolted stiffened end-plate connection bolted flange-plate connection cyclic loading European profiles |
description |
Abstract This paper describes the experimental performance of the bolted stiffened end-plate (BSEP) and bolted flange-plate (BFP) connections using European hot-rolled profiles and built-up profiles. Four connections are designed and constructed according to FEMA-350 and are performed under cyclic loading. The influence of using different member profiles (European profiles and built-up profiles) in both the BSEP and BFP connections are examined. The obtained test results, including failure modes, hysteretic curves, ultimate moment and rotation values and panel zone extensions were reported and the performance of different connections is compared. It was found out, based on the obtained test results, that using hot-rolled or built-up profiles in the connection does not affect its global behavior. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-01-01 |
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=S1679-78252019000300500 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300500 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78255089 |
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.16 n.3 2019 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_ |
1754302890006020096 |