Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization

Detalhes bibliográficos
Autor(a) principal: Cedrim,Matheus Barbosa Moreira
Data de Publicação: 2021
Outros Autores: Lages,Eduardo Nobre, Barboza,Aline da Silva Ramos
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=S1983-41952021000200207
Resumo: Abstract Reinforced concrete short corbels are components characterized to represent typical conditions of geometrical and static discontinuity. In general, the classical bending theory is not valid for their design. With the strut and tie method, a model of a self-balanced truss, a strategy of representation of the principal stress flow appears as a representation of the trajectories of the main stresses in these components. Within the context of obtaining the strut and tie models, topology optimization is an indicated technique for an automated process. Combined with a numerical analysis based on finite elements, the SIMP (Solid Isotropic Material with Penalization) method formulation, which is defined with the criterion of minimum strain energy restricted by the volumetric fraction, is used for the development of the models with the ABAQUS® v. 6.14.1 software. Therefore, with the material distribution posterior to the optimization and the validation based on normative codes, it is demonstrated that the tool is effective in the development of strut and tie models.
id IBRACON-1_9ba5dc39ed1257753bca7e57e2943c5a
oai_identifier_str oai:scielo:S1983-41952021000200207
network_acronym_str IBRACON-1
network_name_str Revista IBRACON de Estruturas e Materiais
repository_id_str
spelling Proposition and analysis of strut and tie models for short corbels from techniques of topology optimizationcorbelstopology optimizationSIMPAbstract Reinforced concrete short corbels are components characterized to represent typical conditions of geometrical and static discontinuity. In general, the classical bending theory is not valid for their design. With the strut and tie method, a model of a self-balanced truss, a strategy of representation of the principal stress flow appears as a representation of the trajectories of the main stresses in these components. Within the context of obtaining the strut and tie models, topology optimization is an indicated technique for an automated process. Combined with a numerical analysis based on finite elements, the SIMP (Solid Isotropic Material with Penalization) method formulation, which is defined with the criterion of minimum strain energy restricted by the volumetric fraction, is used for the development of the models with the ABAQUS® v. 6.14.1 software. Therefore, with the material distribution posterior to the optimization and the validation based on normative codes, it is demonstrated that the tool is effective in the development of strut and tie models.IBRACON - Instituto Brasileiro do Concreto2021-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000200207Revista IBRACON de Estruturas e Materiais v.14 n.2 2021reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952021000200012info:eu-repo/semantics/openAccessCedrim,Matheus Barbosa MoreiraLages,Eduardo NobreBarboza,Aline da Silva Ramoseng2021-01-21T00:00:00Zoai:scielo:S1983-41952021000200207Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2021-01-21T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
title Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
spellingShingle Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
Cedrim,Matheus Barbosa Moreira
corbels
topology optimization
SIMP
title_short Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
title_full Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
title_fullStr Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
title_full_unstemmed Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
title_sort Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization
author Cedrim,Matheus Barbosa Moreira
author_facet Cedrim,Matheus Barbosa Moreira
Lages,Eduardo Nobre
Barboza,Aline da Silva Ramos
author_role author
author2 Lages,Eduardo Nobre
Barboza,Aline da Silva Ramos
author2_role author
author
dc.contributor.author.fl_str_mv Cedrim,Matheus Barbosa Moreira
Lages,Eduardo Nobre
Barboza,Aline da Silva Ramos
dc.subject.por.fl_str_mv corbels
topology optimization
SIMP
topic corbels
topology optimization
SIMP
description Abstract Reinforced concrete short corbels are components characterized to represent typical conditions of geometrical and static discontinuity. In general, the classical bending theory is not valid for their design. With the strut and tie method, a model of a self-balanced truss, a strategy of representation of the principal stress flow appears as a representation of the trajectories of the main stresses in these components. Within the context of obtaining the strut and tie models, topology optimization is an indicated technique for an automated process. Combined with a numerical analysis based on finite elements, the SIMP (Solid Isotropic Material with Penalization) method formulation, which is defined with the criterion of minimum strain energy restricted by the volumetric fraction, is used for the development of the models with the ABAQUS® v. 6.14.1 software. Therefore, with the material distribution posterior to the optimization and the validation based on normative codes, it is demonstrated that the tool is effective in the development of strut and tie models.
publishDate 2021
dc.date.none.fl_str_mv 2021-01-01
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=S1983-41952021000200207
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000200207
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952021000200012
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.14 n.2 2021
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_ 1754193606444318720