Optimization of reinforced concrete structures using population-based metaheuristic algorithms
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Publication Date: | 2023 |
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Format: | Article |
Language: | eng |
Source: | Revista Ciência e Natura (Online) |
Download full: | https://periodicos.ufsm.br/cienciaenatura/article/view/74927 |
Summary: | For many industrial activities, ideal projects are achieved by comparing the solution of alternative projects with those already executed. The feasibility of solutions plays an important role in these activities. For example, the underlying objective (cost, profit, etc.) estimated for each project solution is calculated and the best solution is adopted. This is the usual procedure followed by many constructors due to time and resource limitations. However, in many cases, this method is followed simply by a lack of knowledge of existing optimization procedures. In this context, a comparative study of population-based metaheuristic algorithms applied to a case study of a reinforced concrete beam design reinforced with a polymer matrix with carbon fibers will be presented. Evolutionary algorithms have the ability to determine the optimal values of the design variables without disregarding the restrictions on ACI-318 and ACI-440 standards while minimizing the reinforcement area for each beam (cost). The comparative study shows that not all presented algorithms violated design constraints. In addition, it can be said that the values found for the design variables present a low dispersion around the mean value of the objective function. |
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Optimization of reinforced concrete structures using population-based metaheuristic algorithmsOtimização de estruturas de concreto armado empregando algoritmos metaheurísticos baseados em populaçõesConstrained OptimizationEvolutionary algorithmsReinforced concreteConcreto armadoOtimização com restriçõesAlgoritmos evolutivosFor many industrial activities, ideal projects are achieved by comparing the solution of alternative projects with those already executed. The feasibility of solutions plays an important role in these activities. For example, the underlying objective (cost, profit, etc.) estimated for each project solution is calculated and the best solution is adopted. This is the usual procedure followed by many constructors due to time and resource limitations. However, in many cases, this method is followed simply by a lack of knowledge of existing optimization procedures. In this context, a comparative study of population-based metaheuristic algorithms applied to a case study of a reinforced concrete beam design reinforced with a polymer matrix with carbon fibers will be presented. Evolutionary algorithms have the ability to determine the optimal values of the design variables without disregarding the restrictions on ACI-318 and ACI-440 standards while minimizing the reinforcement area for each beam (cost). The comparative study shows that not all presented algorithms violated design constraints. In addition, it can be said that the values found for the design variables present a low dispersion around the mean value of the objective function.Para muitas atividades industriais, os projetos ideais são alcançados comparando a solução de projetos alternativos com os já executados. A viabilidade de soluções desempenha um papel importante nessas atividades. Por exemplo, o objetivo subjacente (custo, lucro, etc.) estimado para cada solução de projeto é calculado e a melhor solução é adotada. Este é o procedimento usual seguido por muitos construtores devido às limitações de tempo e recursos. No entanto, em muitos casos, esse método é seguido simplesmente pela falta de conhecimento dos procedimentos de otimização existentes. Neste contexto, será apresentado um estudo comparativo de algoritmos metaheurísticos de base populacional aplicados a um estudo de caso de um projeto de viga de concreto armado reforçada com um material de matriz polimérica com fibras de carbono. Algoritmos evolutivos têm a capacidade de determinar os valores ótimos das variáveis de projeto sem desconsiderar as restrições das normas ACI-318 e ACI-440 enquanto minimiza a área da armadura de cada viga (custo). O estudo comparativo mostra que nem todos os algoritmos apresentados violaram as restrições de projeto. Além disso, pode-se dizer que os valores encontrados para as variáveis de projeto apresentam baixa dispersão em torno do valor médio da função objetivo.Universidade Federal de Santa Maria2023-12-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.ufsm.br/cienciaenatura/article/view/7492710.5902/2179460X74927Ciência e Natura; Vol. 45 No. esp. 3 (2023): ENMC/ECTM/MCSul/SEMENGO; e74927Ciência e Natura; v. 45 n. esp. 3 (2023): XXV ENMC - XIII ECTM - IX MCSul - IX SEMENGO; e749272179-460X0100-8307reponame:Revista Ciência e Natura (Online)instname:Universidade Federal de Santa Maria (UFSM)instacron:UFSMenghttps://periodicos.ufsm.br/cienciaenatura/article/view/74927/62408Copyright (c) 2023 Ciência e Naturainfo:eu-repo/semantics/openAccessAmaral, Rodrigo ReisBarazzutti, Lamartini FontanaGomes, Herbert Martins2024-02-26T14:55:32Zoai:ojs.pkp.sfu.ca:article/74927Revistahttps://periodicos.ufsm.br/cienciaenatura/indexPUBhttps://periodicos.ufsm.br/cienciaenatura/oaicienciaenatura@ufsm.br || centraldeperiodicos@ufsm.br2179-460X0100-8307opendoar:2024-02-26T14:55:32Revista Ciência e Natura (Online) - Universidade Federal de Santa Maria (UFSM)false |
dc.title.none.fl_str_mv |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms Otimização de estruturas de concreto armado empregando algoritmos metaheurísticos baseados em populações |
title |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms |
spellingShingle |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms Amaral, Rodrigo Reis Constrained Optimization Evolutionary algorithms Reinforced concrete Concreto armado Otimização com restrições Algoritmos evolutivos |
title_short |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms |
title_full |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms |
title_fullStr |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms |
title_full_unstemmed |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms |
title_sort |
Optimization of reinforced concrete structures using population-based metaheuristic algorithms |
author |
Amaral, Rodrigo Reis |
author_facet |
Amaral, Rodrigo Reis Barazzutti, Lamartini Fontana Gomes, Herbert Martins |
author_role |
author |
author2 |
Barazzutti, Lamartini Fontana Gomes, Herbert Martins |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Amaral, Rodrigo Reis Barazzutti, Lamartini Fontana Gomes, Herbert Martins |
dc.subject.por.fl_str_mv |
Constrained Optimization Evolutionary algorithms Reinforced concrete Concreto armado Otimização com restrições Algoritmos evolutivos |
topic |
Constrained Optimization Evolutionary algorithms Reinforced concrete Concreto armado Otimização com restrições Algoritmos evolutivos |
description |
For many industrial activities, ideal projects are achieved by comparing the solution of alternative projects with those already executed. The feasibility of solutions plays an important role in these activities. For example, the underlying objective (cost, profit, etc.) estimated for each project solution is calculated and the best solution is adopted. This is the usual procedure followed by many constructors due to time and resource limitations. However, in many cases, this method is followed simply by a lack of knowledge of existing optimization procedures. In this context, a comparative study of population-based metaheuristic algorithms applied to a case study of a reinforced concrete beam design reinforced with a polymer matrix with carbon fibers will be presented. Evolutionary algorithms have the ability to determine the optimal values of the design variables without disregarding the restrictions on ACI-318 and ACI-440 standards while minimizing the reinforcement area for each beam (cost). The comparative study shows that not all presented algorithms violated design constraints. In addition, it can be said that the values found for the design variables present a low dispersion around the mean value of the objective function. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-12-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://periodicos.ufsm.br/cienciaenatura/article/view/74927 10.5902/2179460X74927 |
url |
https://periodicos.ufsm.br/cienciaenatura/article/view/74927 |
identifier_str_mv |
10.5902/2179460X74927 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
https://periodicos.ufsm.br/cienciaenatura/article/view/74927/62408 |
dc.rights.driver.fl_str_mv |
Copyright (c) 2023 Ciência e Natura info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Copyright (c) 2023 Ciência e Natura |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Santa Maria |
publisher.none.fl_str_mv |
Universidade Federal de Santa Maria |
dc.source.none.fl_str_mv |
Ciência e Natura; Vol. 45 No. esp. 3 (2023): ENMC/ECTM/MCSul/SEMENGO; e74927 Ciência e Natura; v. 45 n. esp. 3 (2023): XXV ENMC - XIII ECTM - IX MCSul - IX SEMENGO; e74927 2179-460X 0100-8307 reponame:Revista Ciência e Natura (Online) instname:Universidade Federal de Santa Maria (UFSM) instacron:UFSM |
instname_str |
Universidade Federal de Santa Maria (UFSM) |
instacron_str |
UFSM |
institution |
UFSM |
reponame_str |
Revista Ciência e Natura (Online) |
collection |
Revista Ciência e Natura (Online) |
repository.name.fl_str_mv |
Revista Ciência e Natura (Online) - Universidade Federal de Santa Maria (UFSM) |
repository.mail.fl_str_mv |
cienciaenatura@ufsm.br || centraldeperiodicos@ufsm.br |
_version_ |
1839277888045580288 |