Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts
Autor(a) principal: | |
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Data de Publicação: | 2013 |
Outros Autores: | , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | REM. Revista Escola de Minas (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0370-44672013000200005 |
Resumo: | Current stainless steel design codes, like the Eurocode 3, part 1.4, (2006), are still largely based on analogies with carbon steel structural behavior. The net section rupture represents one of the ultimate limit states usually verified for structural elements submitted to normal tension stress. An investigation aiming to evaluate the tension capacity of carbon and stainless steel bolted structural elements was performed and in this article, the results are discussed and compared in terms of stress distribution, and force-displacement curves, among others. The result assessment was done by comparisons to the Eurocode 3 (2003) provisions for carbon and stainless steels. The investigation indicated that when stainless steel is used in certain structural engineering applications like joints under tension forces, the current design criteria based on deformation limits need to be re-evaluated, especially due to the differences in the yields for ultimate deformation and stress ratios. |
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Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered boltsStainless steeltension resistancenonlinear analysisbolted jointsfinite element methodCurrent stainless steel design codes, like the Eurocode 3, part 1.4, (2006), are still largely based on analogies with carbon steel structural behavior. The net section rupture represents one of the ultimate limit states usually verified for structural elements submitted to normal tension stress. An investigation aiming to evaluate the tension capacity of carbon and stainless steel bolted structural elements was performed and in this article, the results are discussed and compared in terms of stress distribution, and force-displacement curves, among others. The result assessment was done by comparisons to the Eurocode 3 (2003) provisions for carbon and stainless steels. The investigation indicated that when stainless steel is used in certain structural engineering applications like joints under tension forces, the current design criteria based on deformation limits need to be re-evaluated, especially due to the differences in the yields for ultimate deformation and stress ratios.Escola de Minas2013-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S0370-44672013000200005Rem: Revista Escola de Minas v.66 n.2 2013reponame:REM. Revista Escola de Minas (Online)instname:Escola de Minasinstacron:ESCOLA DE MINAS10.1590/S0370-44672013000200005info:eu-repo/semantics/openAccessSantos,João de Jesus dosSilva,André Tenchini daLima,Luciano Rodrigues Ornelas deVellasco,Pedro Colmar Gonçalves da SilvaAndrade,Sebastião Arhur Lopes deSilva,José Guilherme Santos daeng2013-05-13T00:00:00Zoai:scielo:S0370-44672013000200005Revistahttp://www.scielo.br/remhttps://old.scielo.br/oai/scielo-oai.phpeditor@rem.com.br1807-03530370-4467opendoar:2013-05-13T00:00REM. Revista Escola de Minas (Online) - Escola de Minasfalse |
dc.title.none.fl_str_mv |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts |
title |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts |
spellingShingle |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts Santos,João de Jesus dos Stainless steel tension resistance nonlinear analysis bolted joints finite element method |
title_short |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts |
title_full |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts |
title_fullStr |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts |
title_full_unstemmed |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts |
title_sort |
Numerical and experimental assessment of stainless and carbon bolted tensioned members with staggered bolts |
author |
Santos,João de Jesus dos |
author_facet |
Santos,João de Jesus dos Silva,André Tenchini da Lima,Luciano Rodrigues Ornelas de Vellasco,Pedro Colmar Gonçalves da Silva Andrade,Sebastião Arhur Lopes de Silva,José Guilherme Santos da |
author_role |
author |
author2 |
Silva,André Tenchini da Lima,Luciano Rodrigues Ornelas de Vellasco,Pedro Colmar Gonçalves da Silva Andrade,Sebastião Arhur Lopes de Silva,José Guilherme Santos da |
author2_role |
author author author author author |
dc.contributor.author.fl_str_mv |
Santos,João de Jesus dos Silva,André Tenchini da Lima,Luciano Rodrigues Ornelas de Vellasco,Pedro Colmar Gonçalves da Silva Andrade,Sebastião Arhur Lopes de Silva,José Guilherme Santos da |
dc.subject.por.fl_str_mv |
Stainless steel tension resistance nonlinear analysis bolted joints finite element method |
topic |
Stainless steel tension resistance nonlinear analysis bolted joints finite element method |
description |
Current stainless steel design codes, like the Eurocode 3, part 1.4, (2006), are still largely based on analogies with carbon steel structural behavior. The net section rupture represents one of the ultimate limit states usually verified for structural elements submitted to normal tension stress. An investigation aiming to evaluate the tension capacity of carbon and stainless steel bolted structural elements was performed and in this article, the results are discussed and compared in terms of stress distribution, and force-displacement curves, among others. The result assessment was done by comparisons to the Eurocode 3 (2003) provisions for carbon and stainless steels. The investigation indicated that when stainless steel is used in certain structural engineering applications like joints under tension forces, the current design criteria based on deformation limits need to be re-evaluated, especially due to the differences in the yields for ultimate deformation and stress ratios. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-06-01 |
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=S0370-44672013000200005 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S0370-44672013000200005 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S0370-44672013000200005 |
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 |
Escola de Minas |
publisher.none.fl_str_mv |
Escola de Minas |
dc.source.none.fl_str_mv |
Rem: Revista Escola de Minas v.66 n.2 2013 reponame:REM. Revista Escola de Minas (Online) instname:Escola de Minas instacron:ESCOLA DE MINAS |
instname_str |
Escola de Minas |
instacron_str |
ESCOLA DE MINAS |
institution |
ESCOLA DE MINAS |
reponame_str |
REM. Revista Escola de Minas (Online) |
collection |
REM. Revista Escola de Minas (Online) |
repository.name.fl_str_mv |
REM. Revista Escola de Minas (Online) - Escola de Minas |
repository.mail.fl_str_mv |
editor@rem.com.br |
_version_ |
1754122198602219520 |