Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars

Detalhes bibliográficos
Autor(a) principal: Nara Dangussu
Data de Publicação: 2023
Outros Autores: Ana Mafalda Matos, Paula Milheiro de Oliveira, Lino Maia
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/153148
Resumo: The use of SCC in Europe began in the 1990s and was mainly promoted by the precast industry. Precast companies generally prefer high early-strength concrete mixtures to accelerate their production rate, reducing the demoulding time. From a materials science point of view, self-compacting and high early-strength concrete mixes may be challenging because they present contradicting mixture design requirements. For example, a low water/binder ratio (w/b) is key to achieving high early strength. However, it may impact the self-compacting ability, which is very sensitive to Vw/Vp. As such, the mixture design can be complex. The design of the experimental approach is a powerful tool for designing, predicting, and optimising advanced cement-based materials when several constituent materials are employed and multi-performance requirements are targeted. The current work aimed at fitting models to mathematically describe the flow ability, viscosity, and mechanical strength properties of high-performance self-compacting cement-based mortars based on a central composite design. The statistical fitted models revealed that Vs/Vm exhibited the strongest (negative) effect on the slump-flow diameter and T-funnel time. Vw/Vp showed the most significant effect on mechanical strength. Models were then used for mortar optimisation. The proposed optimal mixture represents the best compromise between self-compacting ability-a flow diameter of 250 mm and funnel time equal to 10 s-and compressive strength higher than 50 MPa at 24 h without any special curing treatment.
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spelling Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based MortarsEngenharia do betão, Engenharia civilConcrete engineering, Civil engineeringThe use of SCC in Europe began in the 1990s and was mainly promoted by the precast industry. Precast companies generally prefer high early-strength concrete mixtures to accelerate their production rate, reducing the demoulding time. From a materials science point of view, self-compacting and high early-strength concrete mixes may be challenging because they present contradicting mixture design requirements. For example, a low water/binder ratio (w/b) is key to achieving high early strength. However, it may impact the self-compacting ability, which is very sensitive to Vw/Vp. As such, the mixture design can be complex. The design of the experimental approach is a powerful tool for designing, predicting, and optimising advanced cement-based materials when several constituent materials are employed and multi-performance requirements are targeted. The current work aimed at fitting models to mathematically describe the flow ability, viscosity, and mechanical strength properties of high-performance self-compacting cement-based mortars based on a central composite design. The statistical fitted models revealed that Vs/Vm exhibited the strongest (negative) effect on the slump-flow diameter and T-funnel time. Vw/Vp showed the most significant effect on mechanical strength. Models were then used for mortar optimisation. The proposed optimal mixture represents the best compromise between self-compacting ability-a flow diameter of 250 mm and funnel time equal to 10 s-and compressive strength higher than 50 MPa at 24 h without any special curing treatment.20232023-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/10216/153148eng10.3390/app13074142Nara DangussuAna Mafalda MatosPaula Milheiro de OliveiraLino Maiainfo: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:RCAAP2023-11-29T15:40:38Zoai:repositorio-aberto.up.pt:10216/153148Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T00:29:27.636543Repositório 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 Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
title Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
spellingShingle Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
Nara Dangussu
Engenharia do betão, Engenharia civil
Concrete engineering, Civil engineering
title_short Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
title_full Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
title_fullStr Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
title_full_unstemmed Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
title_sort Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
author Nara Dangussu
author_facet Nara Dangussu
Ana Mafalda Matos
Paula Milheiro de Oliveira
Lino Maia
author_role author
author2 Ana Mafalda Matos
Paula Milheiro de Oliveira
Lino Maia
author2_role author
author
author
dc.contributor.author.fl_str_mv Nara Dangussu
Ana Mafalda Matos
Paula Milheiro de Oliveira
Lino Maia
dc.subject.por.fl_str_mv Engenharia do betão, Engenharia civil
Concrete engineering, Civil engineering
topic Engenharia do betão, Engenharia civil
Concrete engineering, Civil engineering
description The use of SCC in Europe began in the 1990s and was mainly promoted by the precast industry. Precast companies generally prefer high early-strength concrete mixtures to accelerate their production rate, reducing the demoulding time. From a materials science point of view, self-compacting and high early-strength concrete mixes may be challenging because they present contradicting mixture design requirements. For example, a low water/binder ratio (w/b) is key to achieving high early strength. However, it may impact the self-compacting ability, which is very sensitive to Vw/Vp. As such, the mixture design can be complex. The design of the experimental approach is a powerful tool for designing, predicting, and optimising advanced cement-based materials when several constituent materials are employed and multi-performance requirements are targeted. The current work aimed at fitting models to mathematically describe the flow ability, viscosity, and mechanical strength properties of high-performance self-compacting cement-based mortars based on a central composite design. The statistical fitted models revealed that Vs/Vm exhibited the strongest (negative) effect on the slump-flow diameter and T-funnel time. Vw/Vp showed the most significant effect on mechanical strength. Models were then used for mortar optimisation. The proposed optimal mixture represents the best compromise between self-compacting ability-a flow diameter of 250 mm and funnel time equal to 10 s-and compressive strength higher than 50 MPa at 24 h without any special curing treatment.
publishDate 2023
dc.date.none.fl_str_mv 2023
2023-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/10216/153148
url https://hdl.handle.net/10216/153148
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.3390/app13074142
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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
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