Properties of the self-compacting concrete with fly ashes

Detalhes bibliográficos
Autor(a) principal: A. Schackow
Data de Publicação: 2022
Outros Autores: C. Effting, D. Marcon Neto, D.E. Bonifácio, I.R. Gomes
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://doi.org/10.21814/ecum.4189
Resumo: Self-compacting concrete is a high performance concrete with excellent rheological properties that can be spread in areas of difficult access. Selfcompacting concrete requires a high consumption of cement production, which has a negative effect on the environmental aspect, since the production of cement releases significant amounts of CO2. This study aims analysis the influence of the substitution (20 and 40% by weight) of Portland cement by fly ash on the selfcompacting concrete properties in the fresh state (spreading, workability, passing ability - J-ring test, viscosity - V-funnel test) and hardened (compressive strength).The passing ability was proved more effective to the mixture with 20% of replacement. To the viscosity, control concrete had lower flow time in V-funnel. The compressive strength results at 28 days showed a reduction of 9.5% for concrete with 20% fly ash and 77.0% for concrete with 40% fly ash compared to the control concrete.
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spelling Properties of the self-compacting concrete with fly ashesPropriedades de concreto auto-adensável contendo cinzas volantesSelf-compacting concrete is a high performance concrete with excellent rheological properties that can be spread in areas of difficult access. Selfcompacting concrete requires a high consumption of cement production, which has a negative effect on the environmental aspect, since the production of cement releases significant amounts of CO2. This study aims analysis the influence of the substitution (20 and 40% by weight) of Portland cement by fly ash on the selfcompacting concrete properties in the fresh state (spreading, workability, passing ability - J-ring test, viscosity - V-funnel test) and hardened (compressive strength).The passing ability was proved more effective to the mixture with 20% of replacement. To the viscosity, control concrete had lower flow time in V-funnel. The compressive strength results at 28 days showed a reduction of 9.5% for concrete with 20% fly ash and 77.0% for concrete with 40% fly ash compared to the control concrete.Self-compacting concrete is a high performance concrete with excellent rheological properties that can be spread in areas of difficult access. Selfcompacting concrete requires a high consumption of cement production, which has a negative effect on the environmental aspect, since the production of cement releases significant amounts of CO2. This study aims analysis the influence of the substitution (20 and 40% by weight) of Portland cement by fly ash on the selfcompacting concrete properties in the fresh state (spreading, workability, passing ability - J-ring test, viscosity - V-funnel test) and hardened (compressive strength).The passing ability was proved more effective to the mixture with 20% of replacement. To the viscosity, control concrete had lower flow time in V-funnel. The compressive strength results at 28 days showed a reduction of 9.5% for concrete with 20% fly ash and 77.0% for concrete with 40% fly ash compared to the control concrete.CTAC2022-10-10info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttps://doi.org/10.21814/ecum.4189https://doi.org/10.21814/ecum.4189Engenharia Civil UM; N.º 57 (2020); 26-35Engenharia Civil UM; No. 57 (2020); 26-352795-59820873-1152reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAPporhttps://revistas.uminho.pt/index.php/ecum/article/view/4189https://revistas.uminho.pt/index.php/ecum/article/view/4189/4409Direitos de Autor (c) 2022 A. Schackow, C. Effting, D. Marcon Neto, D.E. Bonifácio, I.R. Gomesinfo:eu-repo/semantics/openAccessA. SchackowC. EfftingD. Marcon NetoD.E. BonifácioI.R. Gomes2023-03-23T11:35:55Zoai:journals.uminho.pt:article/4189Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T17:45:12.124490Repositório 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 Properties of the self-compacting concrete with fly ashes
Propriedades de concreto auto-adensável contendo cinzas volantes
title Properties of the self-compacting concrete with fly ashes
spellingShingle Properties of the self-compacting concrete with fly ashes
A. Schackow
title_short Properties of the self-compacting concrete with fly ashes
title_full Properties of the self-compacting concrete with fly ashes
title_fullStr Properties of the self-compacting concrete with fly ashes
title_full_unstemmed Properties of the self-compacting concrete with fly ashes
title_sort Properties of the self-compacting concrete with fly ashes
author A. Schackow
author_facet A. Schackow
C. Effting
D. Marcon Neto
D.E. Bonifácio
I.R. Gomes
author_role author
author2 C. Effting
D. Marcon Neto
D.E. Bonifácio
I.R. Gomes
author2_role author
author
author
author
dc.contributor.author.fl_str_mv A. Schackow
C. Effting
D. Marcon Neto
D.E. Bonifácio
I.R. Gomes
description Self-compacting concrete is a high performance concrete with excellent rheological properties that can be spread in areas of difficult access. Selfcompacting concrete requires a high consumption of cement production, which has a negative effect on the environmental aspect, since the production of cement releases significant amounts of CO2. This study aims analysis the influence of the substitution (20 and 40% by weight) of Portland cement by fly ash on the selfcompacting concrete properties in the fresh state (spreading, workability, passing ability - J-ring test, viscosity - V-funnel test) and hardened (compressive strength).The passing ability was proved more effective to the mixture with 20% of replacement. To the viscosity, control concrete had lower flow time in V-funnel. The compressive strength results at 28 days showed a reduction of 9.5% for concrete with 20% fly ash and 77.0% for concrete with 40% fly ash compared to the control concrete.
publishDate 2022
dc.date.none.fl_str_mv 2022-10-10
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://doi.org/10.21814/ecum.4189
https://doi.org/10.21814/ecum.4189
url https://doi.org/10.21814/ecum.4189
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://revistas.uminho.pt/index.php/ecum/article/view/4189
https://revistas.uminho.pt/index.php/ecum/article/view/4189/4409
dc.rights.driver.fl_str_mv Direitos de Autor (c) 2022 A. Schackow, C. Effting, D. Marcon Neto, D.E. Bonifácio, I.R. Gomes
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Direitos de Autor (c) 2022 A. Schackow, C. Effting, D. Marcon Neto, D.E. Bonifácio, I.R. Gomes
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv CTAC
publisher.none.fl_str_mv CTAC
dc.source.none.fl_str_mv Engenharia Civil UM; N.º 57 (2020); 26-35
Engenharia Civil UM; No. 57 (2020); 26-35
2795-5982
0873-1152
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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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
repository.mail.fl_str_mv
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