Application of the maturity method to reinforced concrete roof slabs
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Matéria (Rio de Janeiro. Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000400357 |
Resumo: | ABSTRACT The maturity method is a procedure that associates the evolution of the temperature of concrete cast to the structure and the evolution of its hardened state properties like compressive strength, usually at early ages. Its use is justified when safety and agility are required for activities like prestressing, shoring removal, demolding and low temperature concrete curing analysis. Temperate regions are known for having lower temperatures during the winter, which can delay concrete strength gains. The aim of this study was to apply the maturity method to a reinforced concrete structure located in Southern Brazil in industrial construction. It was noted that the concrete, despite being expected to reach 30 MPa at 28 days, managed to reach 70% of the strength at 8.5 days for slab 1. Slab 2, whose function was to support garners 4, 5 and 6, presented the data at 4.4 days, it being possible to measure such property using the maturity method. |
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Application of the maturity method to reinforced concrete roof slabsmaturity methodconcretecompressive strengthABSTRACT The maturity method is a procedure that associates the evolution of the temperature of concrete cast to the structure and the evolution of its hardened state properties like compressive strength, usually at early ages. Its use is justified when safety and agility are required for activities like prestressing, shoring removal, demolding and low temperature concrete curing analysis. Temperate regions are known for having lower temperatures during the winter, which can delay concrete strength gains. The aim of this study was to apply the maturity method to a reinforced concrete structure located in Southern Brazil in industrial construction. It was noted that the concrete, despite being expected to reach 30 MPa at 28 days, managed to reach 70% of the strength at 8.5 days for slab 1. Slab 2, whose function was to support garners 4, 5 and 6, presented the data at 4.4 days, it being possible to measure such property using the maturity method.Laboratório de Hidrogênio, Coppe - Universidade Federal do Rio de Janeiroem cooperação com a Associação Brasileira do Hidrogênio, ABH22021-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000400357Matéria (Rio de Janeiro) v.26 n.4 2021reponame:Matéria (Rio de Janeiro. Online)instname:Matéria (Rio de Janeiro. Online)instacron:RLAM10.1590/s1517-707620210004.1318info:eu-repo/semantics/openAccessCurra,Roberto LuizPacheco,FernandaEhrenbring,Hinoel ZamisChrist,RobertoPatzlaff,Jeferson OstTrevisan,RafaelTutikian,Bernardo Fonsecaeng2021-12-20T00:00:00Zoai:scielo:S1517-70762021000400357Revistahttp://www.materia.coppe.ufrj.br/https://old.scielo.br/oai/scielo-oai.php||materia@labh2.coppe.ufrj.br1517-70761517-7076opendoar:2021-12-20T00:00Matéria (Rio de Janeiro. Online) - Matéria (Rio de Janeiro. Online)false |
dc.title.none.fl_str_mv |
Application of the maturity method to reinforced concrete roof slabs |
title |
Application of the maturity method to reinforced concrete roof slabs |
spellingShingle |
Application of the maturity method to reinforced concrete roof slabs Curra,Roberto Luiz maturity method concrete compressive strength |
title_short |
Application of the maturity method to reinforced concrete roof slabs |
title_full |
Application of the maturity method to reinforced concrete roof slabs |
title_fullStr |
Application of the maturity method to reinforced concrete roof slabs |
title_full_unstemmed |
Application of the maturity method to reinforced concrete roof slabs |
title_sort |
Application of the maturity method to reinforced concrete roof slabs |
author |
Curra,Roberto Luiz |
author_facet |
Curra,Roberto Luiz Pacheco,Fernanda Ehrenbring,Hinoel Zamis Christ,Roberto Patzlaff,Jeferson Ost Trevisan,Rafael Tutikian,Bernardo Fonseca |
author_role |
author |
author2 |
Pacheco,Fernanda Ehrenbring,Hinoel Zamis Christ,Roberto Patzlaff,Jeferson Ost Trevisan,Rafael Tutikian,Bernardo Fonseca |
author2_role |
author author author author author author |
dc.contributor.author.fl_str_mv |
Curra,Roberto Luiz Pacheco,Fernanda Ehrenbring,Hinoel Zamis Christ,Roberto Patzlaff,Jeferson Ost Trevisan,Rafael Tutikian,Bernardo Fonseca |
dc.subject.por.fl_str_mv |
maturity method concrete compressive strength |
topic |
maturity method concrete compressive strength |
description |
ABSTRACT The maturity method is a procedure that associates the evolution of the temperature of concrete cast to the structure and the evolution of its hardened state properties like compressive strength, usually at early ages. Its use is justified when safety and agility are required for activities like prestressing, shoring removal, demolding and low temperature concrete curing analysis. Temperate regions are known for having lower temperatures during the winter, which can delay concrete strength gains. The aim of this study was to apply the maturity method to a reinforced concrete structure located in Southern Brazil in industrial construction. It was noted that the concrete, despite being expected to reach 30 MPa at 28 days, managed to reach 70% of the strength at 8.5 days for slab 1. Slab 2, whose function was to support garners 4, 5 and 6, presented the data at 4.4 days, it being possible to measure such property using the maturity method. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-01-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000400357 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000400357 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1517-707620210004.1318 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Laboratório de Hidrogênio, Coppe - Universidade Federal do Rio de Janeiro em cooperação com a Associação Brasileira do Hidrogênio, ABH2 |
publisher.none.fl_str_mv |
Laboratório de Hidrogênio, Coppe - Universidade Federal do Rio de Janeiro em cooperação com a Associação Brasileira do Hidrogênio, ABH2 |
dc.source.none.fl_str_mv |
Matéria (Rio de Janeiro) v.26 n.4 2021 reponame:Matéria (Rio de Janeiro. Online) instname:Matéria (Rio de Janeiro. Online) instacron:RLAM |
instname_str |
Matéria (Rio de Janeiro. Online) |
instacron_str |
RLAM |
institution |
RLAM |
reponame_str |
Matéria (Rio de Janeiro. Online) |
collection |
Matéria (Rio de Janeiro. Online) |
repository.name.fl_str_mv |
Matéria (Rio de Janeiro. Online) - Matéria (Rio de Janeiro. Online) |
repository.mail.fl_str_mv |
||materia@labh2.coppe.ufrj.br |
_version_ |
1752126694766936064 |