New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures
Main Author: | |
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Publication Date: | 2015 |
Other Authors: | |
Format: | Article |
Language: | eng |
Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
Download full: | http://hdl.handle.net/10400.13/4148 |
Summary: | The influence of steel strain in bond–slip relationship has been the subject of recent literature, especially steel strain after yielding. This paper presents a new bond element for finite element packages which performs the bond–slip relationship, including steel strain effect. The developed element consists of an orthotropic four-node plane stress element whose constitutive material laws were changed. In order to verify the accuracy of this element several 2D numerical results were compared with experimental data. The results obtained with this element showed the need for its use to achieve good results and the rel evance of steel strain effect on bond–slip relationship, especially in tension elements. |
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New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structuresFinite elementCrackingReinforced concreteBond-slipSteel strain effect.Faculdade de Ciências Exatas e da EngenhariaThe influence of steel strain in bond–slip relationship has been the subject of recent literature, especially steel strain after yielding. This paper presents a new bond element for finite element packages which performs the bond–slip relationship, including steel strain effect. The developed element consists of an orthotropic four-node plane stress element whose constitutive material laws were changed. In order to verify the accuracy of this element several 2D numerical results were compared with experimental data. The results obtained with this element showed the need for its use to achieve good results and the rel evance of steel strain effect on bond–slip relationship, especially in tension elements.ElsevierDigitUMaSantos, JoséHenriques, António Abel2022-03-16T11:38:03Z20152015-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.13/4148eng10.1016/j.engstruct.2014.12.036info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-02-24T17:03:42Zoai:digituma.uma.pt:10400.13/4148Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T20:45:51.522073Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
dc.title.none.fl_str_mv |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures |
title |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures |
spellingShingle |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures Santos, José Finite element Cracking Reinforced concrete Bond-slip Steel strain effect . Faculdade de Ciências Exatas e da Engenharia |
title_short |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures |
title_full |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures |
title_fullStr |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures |
title_full_unstemmed |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures |
title_sort |
New finite element to model bond–slip with steel strain effect for the analysis of reinforced concrete structures |
author |
Santos, José |
author_facet |
Santos, José Henriques, António Abel |
author_role |
author |
author2 |
Henriques, António Abel |
author2_role |
author |
dc.contributor.none.fl_str_mv |
DigitUMa |
dc.contributor.author.fl_str_mv |
Santos, José Henriques, António Abel |
dc.subject.por.fl_str_mv |
Finite element Cracking Reinforced concrete Bond-slip Steel strain effect . Faculdade de Ciências Exatas e da Engenharia |
topic |
Finite element Cracking Reinforced concrete Bond-slip Steel strain effect . Faculdade de Ciências Exatas e da Engenharia |
description |
The influence of steel strain in bond–slip relationship has been the subject of recent literature, especially steel strain after yielding. This paper presents a new bond element for finite element packages which performs the bond–slip relationship, including steel strain effect. The developed element consists of an orthotropic four-node plane stress element whose constitutive material laws were changed. In order to verify the accuracy of this element several 2D numerical results were compared with experimental data. The results obtained with this element showed the need for its use to achieve good results and the rel evance of steel strain effect on bond–slip relationship, especially in tension elements. |
publishDate |
2015 |
dc.date.none.fl_str_mv |
2015 2015-01-01T00:00:00Z 2022-03-16T11:38:03Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/10400.13/4148 |
url |
http://hdl.handle.net/10400.13/4148 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1016/j.engstruct.2014.12.036 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier |
publisher.none.fl_str_mv |
Elsevier |
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RCAAP |
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RCAAP |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
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