Optimum design of prestressed steel beams via genetic algorithm
Autor(a) principal: | |
---|---|
Data de Publicação: | 2023 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | REM - International Engineering Journal |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2023000100029 |
Resumo: | Abstract The objective of this article is to present an optimization problem formulation to reduce the total structural cost of prestressed doubly-symmetric and monosymmetric I-shaped steel simply supported beams with straight tendons. The optimization problem was implemented via MATLAB’s native Genetic Algorithm. The validation and evaluation processes adopted two examples from literature. The design method follows the Brazilian standard NBR 8800:2008 for the Ultimate and Serviceability Limit States. The best result was found for a monosymmetric case by up to 20.00% and 25.70%. Saving in material weight and installation of tendons, without exceeding the security limits, was also effective. Furthermore, the results presented an efficient alternative for structural engineering, providing a significant model for similar analyzes. |
id |
FG-1_75cc09afb240c4358a938d171bcd7d42 |
---|---|
oai_identifier_str |
oai:scielo:S2448-167X2023000100029 |
network_acronym_str |
FG-1 |
network_name_str |
REM - International Engineering Journal |
repository_id_str |
|
spelling |
Optimum design of prestressed steel beams via genetic algorithmprestressingsteel beamsgenetic algorithmoptimizationAbstract The objective of this article is to present an optimization problem formulation to reduce the total structural cost of prestressed doubly-symmetric and monosymmetric I-shaped steel simply supported beams with straight tendons. The optimization problem was implemented via MATLAB’s native Genetic Algorithm. The validation and evaluation processes adopted two examples from literature. The design method follows the Brazilian standard NBR 8800:2008 for the Ultimate and Serviceability Limit States. The best result was found for a monosymmetric case by up to 20.00% and 25.70%. Saving in material weight and installation of tendons, without exceeding the security limits, was also effective. Furthermore, the results presented an efficient alternative for structural engineering, providing a significant model for similar analyzes.Fundação Gorceix2023-03-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2023000100029REM - International Engineering Journal v.76 n.1 2023reponame:REM - International Engineering Journalinstname:Fundação Gorceix (FG)instacron:FG10.1590/0370-44672022760010info:eu-repo/semantics/openAccessNetto,Protáze MageveskeCalenzani,Adenílica Fernanda GrobérioAlves,Élcio Cassimiroeng2023-01-02T00:00:00Zoai:scielo:S2448-167X2023000100029Revistahttps://www.rem.com.br/?lang=pt-brPRIhttps://old.scielo.br/oai/scielo-oai.php||editor@rem.com.br2448-167X2448-167Xopendoar:2023-01-02T00:00REM - International Engineering Journal - Fundação Gorceix (FG)false |
dc.title.none.fl_str_mv |
Optimum design of prestressed steel beams via genetic algorithm |
title |
Optimum design of prestressed steel beams via genetic algorithm |
spellingShingle |
Optimum design of prestressed steel beams via genetic algorithm Netto,Protáze Mageveske prestressing steel beams genetic algorithm optimization |
title_short |
Optimum design of prestressed steel beams via genetic algorithm |
title_full |
Optimum design of prestressed steel beams via genetic algorithm |
title_fullStr |
Optimum design of prestressed steel beams via genetic algorithm |
title_full_unstemmed |
Optimum design of prestressed steel beams via genetic algorithm |
title_sort |
Optimum design of prestressed steel beams via genetic algorithm |
author |
Netto,Protáze Mageveske |
author_facet |
Netto,Protáze Mageveske Calenzani,Adenílica Fernanda Grobério Alves,Élcio Cassimiro |
author_role |
author |
author2 |
Calenzani,Adenílica Fernanda Grobério Alves,Élcio Cassimiro |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Netto,Protáze Mageveske Calenzani,Adenílica Fernanda Grobério Alves,Élcio Cassimiro |
dc.subject.por.fl_str_mv |
prestressing steel beams genetic algorithm optimization |
topic |
prestressing steel beams genetic algorithm optimization |
description |
Abstract The objective of this article is to present an optimization problem formulation to reduce the total structural cost of prestressed doubly-symmetric and monosymmetric I-shaped steel simply supported beams with straight tendons. The optimization problem was implemented via MATLAB’s native Genetic Algorithm. The validation and evaluation processes adopted two examples from literature. The design method follows the Brazilian standard NBR 8800:2008 for the Ultimate and Serviceability Limit States. The best result was found for a monosymmetric case by up to 20.00% and 25.70%. Saving in material weight and installation of tendons, without exceeding the security limits, was also effective. Furthermore, the results presented an efficient alternative for structural engineering, providing a significant model for similar analyzes. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-03-01 |
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=S2448-167X2023000100029 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2023000100029 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/0370-44672022760010 |
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 |
Fundação Gorceix |
publisher.none.fl_str_mv |
Fundação Gorceix |
dc.source.none.fl_str_mv |
REM - International Engineering Journal v.76 n.1 2023 reponame:REM - International Engineering Journal instname:Fundação Gorceix (FG) instacron:FG |
instname_str |
Fundação Gorceix (FG) |
instacron_str |
FG |
institution |
FG |
reponame_str |
REM - International Engineering Journal |
collection |
REM - International Engineering Journal |
repository.name.fl_str_mv |
REM - International Engineering Journal - Fundação Gorceix (FG) |
repository.mail.fl_str_mv |
||editor@rem.com.br |
_version_ |
1754734691994304512 |