Experimental and finite element analysis of bond-slip in reinforced concrete

Detalhes bibliográficos
Autor(a) principal: Wolenski, A. R. V.
Data de Publicação: 2015
Outros Autores: Castro, S. S. De, Penna, S. S., Pitangueira, R. L. S., Silva, B. V., Barbosa, M. P.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1983-41952015000600004
http://hdl.handle.net/11449/212141
Resumo: The modeling of reinforced concrete structures has taken advantage of the increasing progress on Computational Mechanics, in such way that complex phenomena, such as cracking and crushing, creep, reinforcement yielding, steel-concrete bond loss, can be modeled in a reasonable realistic way, using the proper set of numerical and computational resources. Among several options, the ones based on the Finite Element Method (FEM) allow complex analysis simulations of reinforced concrete structures, including the interaction of different nonlinear effects. This paper deals with the nonlinear finite element analysis of the bond-slip between reinforcing steel and concrete, taking into account an experimental study previously performed. The FEM analysis presented uses a combination of resources where the material behavior of concrete is described by the Microplane Constitutive Model, and an embedded reinforcement model is used to represent steel inside the concrete and take into account the effect of bond-slip. The FEM models were created using the INSANE (INteractive Structural ANalysis Environment) computational system, open source software that has a set of FEM tools for nonlinear analysis of reinforced concrete structures. The correlations between numerical-experimentals results and several parameters validate the proposed combination of resources and identifies the significance of various effects on the response.
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spelling Experimental and finite element analysis of bond-slip in reinforced concreteAnálises experimental e por elementos finitos da perda de aderência em concreto armadoreinforced concrete structuresmicroplane constitutive modelsembedded reinforcementbond-slipestruturas de concreto armadomodelos constitutivos de microplanosarmadura embutidaperda de aderênciaThe modeling of reinforced concrete structures has taken advantage of the increasing progress on Computational Mechanics, in such way that complex phenomena, such as cracking and crushing, creep, reinforcement yielding, steel-concrete bond loss, can be modeled in a reasonable realistic way, using the proper set of numerical and computational resources. Among several options, the ones based on the Finite Element Method (FEM) allow complex analysis simulations of reinforced concrete structures, including the interaction of different nonlinear effects. This paper deals with the nonlinear finite element analysis of the bond-slip between reinforcing steel and concrete, taking into account an experimental study previously performed. The FEM analysis presented uses a combination of resources where the material behavior of concrete is described by the Microplane Constitutive Model, and an embedded reinforcement model is used to represent steel inside the concrete and take into account the effect of bond-slip. The FEM models were created using the INSANE (INteractive Structural ANalysis Environment) computational system, open source software that has a set of FEM tools for nonlinear analysis of reinforced concrete structures. The correlations between numerical-experimentals results and several parameters validate the proposed combination of resources and identifies the significance of various effects on the response.A modelagem de estruturas de concreto armado tem tido um crescente progresso na Mecânica Computacional, de modo que os fenômenos complexos, tais como fissuração e esmagamento, fluência, escoamento da armadura, perda da aderência aço-concreto, podem ser modelados de forma razoavelmente realista, usando um conjunto apropriado de recursos numéricos e computacionais. Entre as diversas opções, os baseados no Método dos Elementos Finitos (MEF) permitem simulações complexas de análises de estruturas de concreto armado, incluindo a interação de diferentes efeitos não lineares. Este artigo lida com a análise não linear em elementos finitos, da perda de aderência entre a armadura de aço e o concreto, levando em consideração um estudo experimental anteriormente realizado. A análise via MEF apresentada usa uma combinação de recursos onde o comportamento do concreto é descrito pelo Modelo Constitutivo de Microplanos, e um Modelo de Armadura Embutida é usado para representar o aço inserido no concreto e levar em conta o efeito da perda de aderência. Os modelos do MEF foram criados usando o sistema computacional INSANE (Interactive Structural Analysis Environment), software de código aberto que possui um conjunto de ferramentas para análise não linear de estruturas em concreto armado. As correlações entre os resultados numérico-experimentais e os vários parâmetros validam a combinação de recursos proposta e identificam o significado de vários efeitos sobre a resposta.Fundação de Amparo à Pesquisa de Minas GeraisFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Universidade Federal de Minas GeraisUniversidade do Extremo Sul Catarinense, Departamento de Engenharia CivilUnivesidade Estadual Paulista, Departamento de Engenharia CivilFundação de Amparo à Pesquisa de Minas Gerais: PPM-00310-13; 08/57743-7; 308785/2014-2FAPESP: PPM-00310-13; 08/57743-7; 308785/2014-2CNPq: PPM-00310-13; 08/57743-7; 308785/2014-2IBRACON - Instituto Brasileiro do ConcretoUniversidade Federal de Minas GeraisUniversidade do Extremo Sul CatarinenseUnivesidade Estadual PaulistaWolenski, A. R. V.Castro, S. S. DePenna, S. S.Pitangueira, R. L. S.Silva, B. V.Barbosa, M. P.2021-07-14T10:35:12Z2021-07-14T10:35:12Z2015info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article787-799application/pdfhttp://dx.doi.org/10.1590/S1983-41952015000600004Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 08, n. 06, p. 787-799, 2015.1983-4195http://hdl.handle.net/11449/21214110.1590/S1983-41952015000600004S1983-41952015000600787S1983-41952015000600787.pdfSciELOreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengRevista IBRACON de Estruturas e Materiaisinfo:eu-repo/semantics/openAccess2023-11-16T06:14:08Zoai:repositorio.unesp.br:11449/212141Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:52:39.261081Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Experimental and finite element analysis of bond-slip in reinforced concrete
Análises experimental e por elementos finitos da perda de aderência em concreto armado
title Experimental and finite element analysis of bond-slip in reinforced concrete
spellingShingle Experimental and finite element analysis of bond-slip in reinforced concrete
Wolenski, A. R. V.
reinforced concrete structures
microplane constitutive models
embedded reinforcement
bond-slip
estruturas de concreto armado
modelos constitutivos de microplanos
armadura embutida
perda de aderência
title_short Experimental and finite element analysis of bond-slip in reinforced concrete
title_full Experimental and finite element analysis of bond-slip in reinforced concrete
title_fullStr Experimental and finite element analysis of bond-slip in reinforced concrete
title_full_unstemmed Experimental and finite element analysis of bond-slip in reinforced concrete
title_sort Experimental and finite element analysis of bond-slip in reinforced concrete
author Wolenski, A. R. V.
author_facet Wolenski, A. R. V.
Castro, S. S. De
Penna, S. S.
Pitangueira, R. L. S.
Silva, B. V.
Barbosa, M. P.
author_role author
author2 Castro, S. S. De
Penna, S. S.
Pitangueira, R. L. S.
Silva, B. V.
Barbosa, M. P.
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade Federal de Minas Gerais
Universidade do Extremo Sul Catarinense
Univesidade Estadual Paulista
dc.contributor.author.fl_str_mv Wolenski, A. R. V.
Castro, S. S. De
Penna, S. S.
Pitangueira, R. L. S.
Silva, B. V.
Barbosa, M. P.
dc.subject.por.fl_str_mv reinforced concrete structures
microplane constitutive models
embedded reinforcement
bond-slip
estruturas de concreto armado
modelos constitutivos de microplanos
armadura embutida
perda de aderência
topic reinforced concrete structures
microplane constitutive models
embedded reinforcement
bond-slip
estruturas de concreto armado
modelos constitutivos de microplanos
armadura embutida
perda de aderência
description The modeling of reinforced concrete structures has taken advantage of the increasing progress on Computational Mechanics, in such way that complex phenomena, such as cracking and crushing, creep, reinforcement yielding, steel-concrete bond loss, can be modeled in a reasonable realistic way, using the proper set of numerical and computational resources. Among several options, the ones based on the Finite Element Method (FEM) allow complex analysis simulations of reinforced concrete structures, including the interaction of different nonlinear effects. This paper deals with the nonlinear finite element analysis of the bond-slip between reinforcing steel and concrete, taking into account an experimental study previously performed. The FEM analysis presented uses a combination of resources where the material behavior of concrete is described by the Microplane Constitutive Model, and an embedded reinforcement model is used to represent steel inside the concrete and take into account the effect of bond-slip. The FEM models were created using the INSANE (INteractive Structural ANalysis Environment) computational system, open source software that has a set of FEM tools for nonlinear analysis of reinforced concrete structures. The correlations between numerical-experimentals results and several parameters validate the proposed combination of resources and identifies the significance of various effects on the response.
publishDate 2015
dc.date.none.fl_str_mv 2015
2021-07-14T10:35:12Z
2021-07-14T10:35:12Z
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://dx.doi.org/10.1590/S1983-41952015000600004
Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 08, n. 06, p. 787-799, 2015.
1983-4195
http://hdl.handle.net/11449/212141
10.1590/S1983-41952015000600004
S1983-41952015000600787
S1983-41952015000600787.pdf
url http://dx.doi.org/10.1590/S1983-41952015000600004
http://hdl.handle.net/11449/212141
identifier_str_mv Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 08, n. 06, p. 787-799, 2015.
1983-4195
10.1590/S1983-41952015000600004
S1983-41952015000600787
S1983-41952015000600787.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Revista IBRACON de Estruturas e Materiais
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 787-799
application/pdf
dc.publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
dc.source.none.fl_str_mv SciELO
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
_version_ 1808128869581979648

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