Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion
Autor(a) principal: | |
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Data de Publicação: | 2013 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Revista IBRACON de Estruturas e Materiais |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000100006 |
Resumo: | The experimental results of testing structures or structural parts are limited and, sometimes, difficult to interpret. Thus, the development of mathematical-numerical models is needed to complement the experimental analysis and allow the generalization of results for different structures and types of loading. This article makes two computational studies of reinforced concrete structures problems found in the literature, using the Finite Element Method. In these analyses, the concrete is simulated with the damage classical model proposed by Mazars and the steel by a bilinear elastoplastic constitutive model. Numerical results show the validity of the application of constitutive models which consider the coupling of theories with the technique of finite element discretization in the simulation of linear and two-dimensional reinforced concrete structures. |
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Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criteriondamage mechanicsline interface elementfracturesofteningfailure criterionThe experimental results of testing structures or structural parts are limited and, sometimes, difficult to interpret. Thus, the development of mathematical-numerical models is needed to complement the experimental analysis and allow the generalization of results for different structures and types of loading. This article makes two computational studies of reinforced concrete structures problems found in the literature, using the Finite Element Method. In these analyses, the concrete is simulated with the damage classical model proposed by Mazars and the steel by a bilinear elastoplastic constitutive model. Numerical results show the validity of the application of constitutive models which consider the coupling of theories with the technique of finite element discretization in the simulation of linear and two-dimensional reinforced concrete structures.IBRACON - Instituto Brasileiro do Concreto2013-02-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000100006Revista IBRACON de Estruturas e Materiais v.6 n.1 2013reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952013000100006info:eu-repo/semantics/openAccessSouza,L. A. F. deMachado,R. D.eng2016-08-18T00:00:00Zoai:scielo:S1983-41952013000100006Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2016-08-18T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion |
title |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion |
spellingShingle |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion Souza,L. A. F. de damage mechanics line interface element fracture softening failure criterion |
title_short |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion |
title_full |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion |
title_fullStr |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion |
title_full_unstemmed |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion |
title_sort |
Numerical-computational analysis of reinforced concrete structures considering the damage, fracture and failure criterion |
author |
Souza,L. A. F. de |
author_facet |
Souza,L. A. F. de Machado,R. D. |
author_role |
author |
author2 |
Machado,R. D. |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Souza,L. A. F. de Machado,R. D. |
dc.subject.por.fl_str_mv |
damage mechanics line interface element fracture softening failure criterion |
topic |
damage mechanics line interface element fracture softening failure criterion |
description |
The experimental results of testing structures or structural parts are limited and, sometimes, difficult to interpret. Thus, the development of mathematical-numerical models is needed to complement the experimental analysis and allow the generalization of results for different structures and types of loading. This article makes two computational studies of reinforced concrete structures problems found in the literature, using the Finite Element Method. In these analyses, the concrete is simulated with the damage classical model proposed by Mazars and the steel by a bilinear elastoplastic constitutive model. Numerical results show the validity of the application of constitutive models which consider the coupling of theories with the technique of finite element discretization in the simulation of linear and two-dimensional reinforced concrete structures. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-02-01 |
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=S1983-41952013000100006 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000100006 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1983-41952013000100006 |
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 |
IBRACON - Instituto Brasileiro do Concreto |
publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
dc.source.none.fl_str_mv |
Revista IBRACON de Estruturas e Materiais v.6 n.1 2013 reponame:Revista IBRACON de Estruturas e Materiais instname:Instituto Brasileiro do Concreto (IBRACON) instacron:IBRACON |
instname_str |
Instituto Brasileiro do Concreto (IBRACON) |
instacron_str |
IBRACON |
institution |
IBRACON |
reponame_str |
Revista IBRACON de Estruturas e Materiais |
collection |
Revista IBRACON de Estruturas e Materiais |
repository.name.fl_str_mv |
Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON) |
repository.mail.fl_str_mv |
editores.riem@gmail.com||arlene@ibracon.org.br |
_version_ |
1754193604402741248 |