Optimization techniques for mortars with self-compacting characteristics through Central Composite Design

Detalhes bibliográficos
Autor(a) principal: Rocha, Stéphanie
Data de Publicação: 2023
Outros Autores: Maia, Lino
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10400.13/5534
Resumo: The high demand for concrete in civil construction promotes investment by researchers and builders to find methodologies that improve performance, costs and reduced environmental degradation. What justifies the large consumption of concrete is the possibility of improving its characteristics according to use. Self compacting concrete offers a mixture with high flowability, compaction and good mechanical properties. Statistics tools can be used for better optimization of mixtures, such as the Design of Experiments (DoE). Therefore, the objective of this research was to optimize an experimental dataset of high strength self-compacting mortars using the Response Surface Methodology (RSM) for a Central Composite Design (CCD). The results showed a strong correlation between the D-Flow and T funnel response factors, when compared with CS14h and CS28d models. The input variable w/c was the most significant. Numerical optimization showed good accuracy and compliance for low cost and environmental impact, maintaining high performance in fresh and hardened properties.
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spelling Optimization techniques for mortars with self-compacting characteristics through Central Composite DesignDesign of experimentsResponse surface methodologyOptimization of materialsConstruction materialsBinding materials.Faculdade de Ciências Exatas e da EngenhariaThe high demand for concrete in civil construction promotes investment by researchers and builders to find methodologies that improve performance, costs and reduced environmental degradation. What justifies the large consumption of concrete is the possibility of improving its characteristics according to use. Self compacting concrete offers a mixture with high flowability, compaction and good mechanical properties. Statistics tools can be used for better optimization of mixtures, such as the Design of Experiments (DoE). Therefore, the objective of this research was to optimize an experimental dataset of high strength self-compacting mortars using the Response Surface Methodology (RSM) for a Central Composite Design (CCD). The results showed a strong correlation between the D-Flow and T funnel response factors, when compared with CS14h and CS28d models. The input variable w/c was the most significant. Numerical optimization showed good accuracy and compliance for low cost and environmental impact, maintaining high performance in fresh and hardened properties.Universidade do PortoDigitUMaRocha, StéphanieMaia, Lino2024-02-06T11:16:55Z20232023-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.13/5534engRocha, S. , & Maia, L. (2023). Optimization techniques for mortars with self-compacting characteristics through Central Composite Design. U. Porto Journal of Engineering, 9(4), 184-209.10.24840/2183-6493_009-004_002166info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-02-11T04:56:39Zoai:digituma.uma.pt:10400.13/5534Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:37:46.430256Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
title Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
spellingShingle Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
Rocha, Stéphanie
Design of experiments
Response surface methodology
Optimization of materials
Construction materials
Binding materials
.
Faculdade de Ciências Exatas e da Engenharia
title_short Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
title_full Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
title_fullStr Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
title_full_unstemmed Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
title_sort Optimization techniques for mortars with self-compacting characteristics through Central Composite Design
author Rocha, Stéphanie
author_facet Rocha, Stéphanie
Maia, Lino
author_role author
author2 Maia, Lino
author2_role author
dc.contributor.none.fl_str_mv DigitUMa
dc.contributor.author.fl_str_mv Rocha, Stéphanie
Maia, Lino
dc.subject.por.fl_str_mv Design of experiments
Response surface methodology
Optimization of materials
Construction materials
Binding materials
.
Faculdade de Ciências Exatas e da Engenharia
topic Design of experiments
Response surface methodology
Optimization of materials
Construction materials
Binding materials
.
Faculdade de Ciências Exatas e da Engenharia
description The high demand for concrete in civil construction promotes investment by researchers and builders to find methodologies that improve performance, costs and reduced environmental degradation. What justifies the large consumption of concrete is the possibility of improving its characteristics according to use. Self compacting concrete offers a mixture with high flowability, compaction and good mechanical properties. Statistics tools can be used for better optimization of mixtures, such as the Design of Experiments (DoE). Therefore, the objective of this research was to optimize an experimental dataset of high strength self-compacting mortars using the Response Surface Methodology (RSM) for a Central Composite Design (CCD). The results showed a strong correlation between the D-Flow and T funnel response factors, when compared with CS14h and CS28d models. The input variable w/c was the most significant. Numerical optimization showed good accuracy and compliance for low cost and environmental impact, maintaining high performance in fresh and hardened properties.
publishDate 2023
dc.date.none.fl_str_mv 2023
2023-01-01T00:00:00Z
2024-02-06T11:16:55Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10400.13/5534
url http://hdl.handle.net/10400.13/5534
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Rocha, S. , & Maia, L. (2023). Optimization techniques for mortars with self-compacting characteristics through Central Composite Design. U. Porto Journal of Engineering, 9(4), 184-209.
10.24840/2183-6493_009-004_002166
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade do Porto
publisher.none.fl_str_mv Universidade do Porto
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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