Evaluation of the reliability of optimized reinforced concrete beams

Detalhes bibliográficos
Autor(a) principal: Correia, Rubens Silva
Data de Publicação: 2022
Outros Autores: Bono, Giuliana Furtado Franca, Paliga, Charlei Marcelo
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFPel - Guaiaca
Texto Completo: http://guaiaca.ufpel.edu.br/xmlui/handle/prefix/12777
https://doi.org/10.1590/S1983-41952022000400009
Resumo: In the present research, the reliability of optimized reinforced concrete beams was evaluated in different design situations. Simply supported beams were optimized to find the dimensions and reinforcements of the cross-section that minimize costs, meeting the criteria of technical codes, through genetic algorithms. For each optimized beam, the reliability index was obtained in relation to the ultimate limit state of flexure with the iHLRF algorithm, considering the uncertainties of the resistance and load models, loads and resistances. It wa s verified that the reliability indexes, in general, were higher than the minimum value of 3.8, recommended by technical codes, in design situations with little live load. Through a parametric study, trends were identified for the reliability index according to the design parameters and characteristics of the beams.
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spelling 2024-04-17T22:59:42Z2024-04-17T22:59:42Z2022CORREIA, R. S. ; BONO, G. F. F. ; PALIGA, C. M. . Evaluation of the reliability of optimized reinforced concrete beams. REVISTA IBRACON DE ESTRUTURAS E MATERIAIS, v. 15, p. 1-12, 2022. Disponível em: https://www.scielo.br/j/riem/a/M9jmfWSGMpzR45FLNjvtNPL/?lang=en#. Acesso em: 17 abr. 2024.http://guaiaca.ufpel.edu.br/xmlui/handle/prefix/12777https://doi.org/10.1590/S1983-41952022000400009In the present research, the reliability of optimized reinforced concrete beams was evaluated in different design situations. Simply supported beams were optimized to find the dimensions and reinforcements of the cross-section that minimize costs, meeting the criteria of technical codes, through genetic algorithms. For each optimized beam, the reliability index was obtained in relation to the ultimate limit state of flexure with the iHLRF algorithm, considering the uncertainties of the resistance and load models, loads and resistances. It wa s verified that the reliability indexes, in general, were higher than the minimum value of 3.8, recommended by technical codes, in design situations with little live load. Through a parametric study, trends were identified for the reliability index according to the design parameters and characteristics of the beams.engScieloCC BY-NC-SAinfo:eu-repo/semantics/openAccessBeamsReinforced concreteStructural optimizationStructural reliabilityVigasConcreto armadoOtimização estruturalConfiabilidade estruturalEvaluation of the reliability of optimized reinforced concrete beamsAvaliação da confiabilidade de vigas otimizadas de concreto armadoinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleCorreia, Rubens SilvaBono, Giuliana Furtado FrancaPaliga, Charlei Marceloreponame:Repositório Institucional da UFPel - Guaiacainstname:Universidade Federal de Pelotas (UFPEL)instacron:UFPELLICENSElicense.txtlicense.txttext/plain; charset=utf-867http://guaiaca.ufpel.edu.br/xmlui/bitstream/prefix/12777/2/license.txtfbd6c74465857056e3ca572d7586661bMD52open accessTEXTEvaluation of the reliability of optimized reinforced concrete beams.pdf.txtEvaluation of the reliability of optimized reinforced concrete beams.pdf.txtExtracted texttext/plain37160http://guaiaca.ufpel.edu.br/xmlui/bitstream/prefix/12777/3/Evaluation%20of%20the%20reliability%20of%20optimized%20reinforced%20concrete%20beams.pdf.txt0ee6657943498bd242a2702a472d98dcMD53open accessTHUMBNAILEvaluation of the reliability of optimized reinforced concrete beams.pdf.jpgEvaluation of the reliability of optimized reinforced concrete beams.pdf.jpgGenerated Thumbnailimage/jpeg1757http://guaiaca.ufpel.edu.br/xmlui/bitstream/prefix/12777/4/Evaluation%20of%20the%20reliability%20of%20optimized%20reinforced%20concrete%20beams.pdf.jpg58499442d93132e3e0482595ee529cabMD54open accessORIGINALEvaluation of the reliability of optimized reinforced concrete beams.pdfEvaluation of the reliability of optimized reinforced concrete beams.pdfapplication/pdf1135019http://guaiaca.ufpel.edu.br/xmlui/bitstream/prefix/12777/1/Evaluation%20of%20the%20reliability%20of%20optimized%20reinforced%20concrete%20beams.pdfe1db7aea575207d44d1c6daf8cb758e6MD51open accessprefix/127772024-04-18 03:02:49.624open accessoai:guaiaca.ufpel.edu.br:prefix/12777VG9kb3Mgb3MgaXRlbnMgZGVzc2EgY29tdW5pZGFkZSBzZWd1ZW0gYSBsaWNlbsOnYSBDcmVhdGl2ZSBDb21tb25zLg==Repositório InstitucionalPUBhttp://repositorio.ufpel.edu.br/oai/requestrippel@ufpel.edu.br || repositorio@ufpel.edu.br || aline.batista@ufpel.edu.bropendoar:2024-04-18T06:02:49Repositório Institucional da UFPel - Guaiaca - Universidade Federal de Pelotas (UFPEL)false
dc.title.pt_BR.fl_str_mv Evaluation of the reliability of optimized reinforced concrete beams
dc.title.alternative.pt_BR.fl_str_mv Avaliação da confiabilidade de vigas otimizadas de concreto armado
title Evaluation of the reliability of optimized reinforced concrete beams
spellingShingle Evaluation of the reliability of optimized reinforced concrete beams
Correia, Rubens Silva
Beams
Reinforced concrete
Structural optimization
Structural reliability
Vigas
Concreto armado
Otimização estrutural
Confiabilidade estrutural
title_short Evaluation of the reliability of optimized reinforced concrete beams
title_full Evaluation of the reliability of optimized reinforced concrete beams
title_fullStr Evaluation of the reliability of optimized reinforced concrete beams
title_full_unstemmed Evaluation of the reliability of optimized reinforced concrete beams
title_sort Evaluation of the reliability of optimized reinforced concrete beams
author Correia, Rubens Silva
author_facet Correia, Rubens Silva
Bono, Giuliana Furtado Franca
Paliga, Charlei Marcelo
author_role author
author2 Bono, Giuliana Furtado Franca
Paliga, Charlei Marcelo
author2_role author
author
dc.contributor.author.fl_str_mv Correia, Rubens Silva
Bono, Giuliana Furtado Franca
Paliga, Charlei Marcelo
dc.subject.por.fl_str_mv Beams
Reinforced concrete
Structural optimization
Structural reliability
Vigas
Concreto armado
Otimização estrutural
Confiabilidade estrutural
topic Beams
Reinforced concrete
Structural optimization
Structural reliability
Vigas
Concreto armado
Otimização estrutural
Confiabilidade estrutural
description In the present research, the reliability of optimized reinforced concrete beams was evaluated in different design situations. Simply supported beams were optimized to find the dimensions and reinforcements of the cross-section that minimize costs, meeting the criteria of technical codes, through genetic algorithms. For each optimized beam, the reliability index was obtained in relation to the ultimate limit state of flexure with the iHLRF algorithm, considering the uncertainties of the resistance and load models, loads and resistances. It wa s verified that the reliability indexes, in general, were higher than the minimum value of 3.8, recommended by technical codes, in design situations with little live load. Through a parametric study, trends were identified for the reliability index according to the design parameters and characteristics of the beams.
publishDate 2022
dc.date.issued.fl_str_mv 2022
dc.date.accessioned.fl_str_mv 2024-04-17T22:59:42Z
dc.date.available.fl_str_mv 2024-04-17T22:59:42Z
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dc.identifier.citation.fl_str_mv CORREIA, R. S. ; BONO, G. F. F. ; PALIGA, C. M. . Evaluation of the reliability of optimized reinforced concrete beams. REVISTA IBRACON DE ESTRUTURAS E MATERIAIS, v. 15, p. 1-12, 2022. Disponível em: https://www.scielo.br/j/riem/a/M9jmfWSGMpzR45FLNjvtNPL/?lang=en#. Acesso em: 17 abr. 2024.
dc.identifier.uri.fl_str_mv http://guaiaca.ufpel.edu.br/xmlui/handle/prefix/12777
dc.identifier.doi.none.fl_str_mv https://doi.org/10.1590/S1983-41952022000400009
identifier_str_mv CORREIA, R. S. ; BONO, G. F. F. ; PALIGA, C. M. . Evaluation of the reliability of optimized reinforced concrete beams. REVISTA IBRACON DE ESTRUTURAS E MATERIAIS, v. 15, p. 1-12, 2022. Disponível em: https://www.scielo.br/j/riem/a/M9jmfWSGMpzR45FLNjvtNPL/?lang=en#. Acesso em: 17 abr. 2024.
url http://guaiaca.ufpel.edu.br/xmlui/handle/prefix/12777
https://doi.org/10.1590/S1983-41952022000400009
dc.language.iso.fl_str_mv eng
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dc.rights.driver.fl_str_mv CC BY-NC-SA
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rights_invalid_str_mv CC BY-NC-SA
eu_rights_str_mv openAccess
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publisher.none.fl_str_mv Scielo
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