Numerical Design and Optimisation of Self-Compacting High Early-Strength Cement-Based Mortars
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , , |
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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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 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
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 |
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.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 |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
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RCAAP |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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1799136205169754113 |