Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements
Autor(a) principal: | |
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Data de Publicação: | 2008 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1590/S1983-41952008000100004 http://hdl.handle.net/11449/114423 |
Resumo: | This paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuous Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fiber bundles (rebars) oriented in different directions embedded in it. The effects of the rebars are provided by phenomenological constitutive models designed to reproduce the axial non-linear behavior, as well as bond-slip and dowel action. This paper is focused on the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the methodology. |
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Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elementsAnálise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadaselementos finitosmecânica de fraturadescontinuidades fortesteoria de misturasfissuras incorporadasfinite elementsfracture mechanicsstrong discontinuitiesmixture theoryembedded cracksThis paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuous Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fiber bundles (rebars) oriented in different directions embedded in it. The effects of the rebars are provided by phenomenological constitutive models designed to reproduce the axial non-linear behavior, as well as bond-slip and dowel action. This paper is focused on the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the methodology.Apresenta-se uma metodologia para modelar elementos estruturais de concreto armado tridimensionais através de elementos finitos com descontinuidade incorporada no contexto da aproximação contínua de descontinuidades fortes. Utilizam-se conceitos de teoria de misturas para representar o concreto armado como um material composto de matriz (concreto) com feixes de fibras (barras de aço) longas em diferentes direções. O efeito das barras é proporcionado por modelos constitutivos fenomenológicos, desenvolvidos para reproduzir o comportamento axial não-linear, assim como efeitos provenientes de deslizamento por perda de aderência e ação de pino. O presente artigo foca os modelos constitutivos dos componentes e as condições de compatibilidade escolhidas para constituir o composto. Para ilustrar a aplicabilidade da metodologia proposta, apresentam-se análises numéricas de testes experimentais de elementos de concreto armado existentes.Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Universidade Estadual Paulista Departamento de Engenharia CivilUniversidad Politécnica de CataluñaCIMEC/IntecUniversidade Estadual Paulista Departamento de Engenharia CivilIBRACON - Instituto Brasileiro do ConcretoUniversidade Estadual Paulista (Unesp)Universidad Politécnica de CataluñaCIMEC/IntecManzoli, O. L. [UNESP]Oliver, J.Diaz, G.Huespe, A. E.2015-02-02T12:39:31Z2015-02-02T12:39:31Z2008-03-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article58-83application/pdfhttp://dx.doi.org/10.1590/S1983-41952008000100004Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 1, n. 1, p. 58-83, 2008.1983-4195http://hdl.handle.net/11449/11442310.1590/S1983-41952008000100004S1983-41952008000100004S1983-41952008000100004.pdf7901652737291917SciELOreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengRevista IBRACON de Estruturas e Materiaisinfo:eu-repo/semantics/openAccess2023-12-28T06:16:40Zoai:repositorio.unesp.br:11449/114423Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462023-12-28T06:16:40Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas |
title |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements |
spellingShingle |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements Manzoli, O. L. [UNESP] elementos finitos mecânica de fratura descontinuidades fortes teoria de misturas fissuras incorporadas finite elements fracture mechanics strong discontinuities mixture theory embedded cracks |
title_short |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements |
title_full |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements |
title_fullStr |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements |
title_full_unstemmed |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements |
title_sort |
Three-dimensional analysis of reinforced concrete members via embedded discontinuity finite elements |
author |
Manzoli, O. L. [UNESP] |
author_facet |
Manzoli, O. L. [UNESP] Oliver, J. Diaz, G. Huespe, A. E. |
author_role |
author |
author2 |
Oliver, J. Diaz, G. Huespe, A. E. |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) Universidad Politécnica de Cataluña CIMEC/Intec |
dc.contributor.author.fl_str_mv |
Manzoli, O. L. [UNESP] Oliver, J. Diaz, G. Huespe, A. E. |
dc.subject.por.fl_str_mv |
elementos finitos mecânica de fratura descontinuidades fortes teoria de misturas fissuras incorporadas finite elements fracture mechanics strong discontinuities mixture theory embedded cracks |
topic |
elementos finitos mecânica de fratura descontinuidades fortes teoria de misturas fissuras incorporadas finite elements fracture mechanics strong discontinuities mixture theory embedded cracks |
description |
This paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuous Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fiber bundles (rebars) oriented in different directions embedded in it. The effects of the rebars are provided by phenomenological constitutive models designed to reproduce the axial non-linear behavior, as well as bond-slip and dowel action. This paper is focused on the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the methodology. |
publishDate |
2008 |
dc.date.none.fl_str_mv |
2008-03-01 2015-02-02T12:39:31Z 2015-02-02T12:39:31Z |
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/S1983-41952008000100004 Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 1, n. 1, p. 58-83, 2008. 1983-4195 http://hdl.handle.net/11449/114423 10.1590/S1983-41952008000100004 S1983-41952008000100004 S1983-41952008000100004.pdf 7901652737291917 |
url |
http://dx.doi.org/10.1590/S1983-41952008000100004 http://hdl.handle.net/11449/114423 |
identifier_str_mv |
Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 1, n. 1, p. 58-83, 2008. 1983-4195 10.1590/S1983-41952008000100004 S1983-41952008000100004 S1983-41952008000100004.pdf 7901652737291917 |
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 |
58-83 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_ |
1803047150952644608 |