Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | REM - International Engineering Journal |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2019000100009 |
Resumo: | Abstract Researches on building performance have been developed over time. The Brazilian Performance Standard - NBR 15575 - deals with the issues of durability applied to residential buildings, establishing criteria and parameters to classify the systems into minimum, intermediate and higher performance levels. In relation to the service life, studies are also associated with the building’s structural durability, in which the technical specifications and quality of materials, construction systems, building process, use and maintenance of the building are important factors for better performance. In order to evaluate the structural durability over the years, a case study was conducted in a building designed to meet the higher level established in the Brazilian Performance Standard, with service life of 75 years in the structural project, through the non-destructive surface hardness of concrete test by using a Schmidt hammer and semi-destructive carbonation tests. The superficial hardness test was conducted on a concrete column following the procedures of NBR 7584, while the carbonation samples were collected in 3 concrete columns in which a phenolphthalein solution was sprayed to observe the alkalinity of the samples. For all tests, three different heights were considered. The concrete testing hammer indicated an average surface hardness of approximately 50 MPa, and for carbonation tests, it was noted that the concrete was not carbonated at a depth of 5mm. So, the criteria of service life could be considered attended. |
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Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RSbuilding performancedesign service lifedurabilitysurface hardnesscarbonationAbstract Researches on building performance have been developed over time. The Brazilian Performance Standard - NBR 15575 - deals with the issues of durability applied to residential buildings, establishing criteria and parameters to classify the systems into minimum, intermediate and higher performance levels. In relation to the service life, studies are also associated with the building’s structural durability, in which the technical specifications and quality of materials, construction systems, building process, use and maintenance of the building are important factors for better performance. In order to evaluate the structural durability over the years, a case study was conducted in a building designed to meet the higher level established in the Brazilian Performance Standard, with service life of 75 years in the structural project, through the non-destructive surface hardness of concrete test by using a Schmidt hammer and semi-destructive carbonation tests. The superficial hardness test was conducted on a concrete column following the procedures of NBR 7584, while the carbonation samples were collected in 3 concrete columns in which a phenolphthalein solution was sprayed to observe the alkalinity of the samples. For all tests, three different heights were considered. The concrete testing hammer indicated an average surface hardness of approximately 50 MPa, and for carbonation tests, it was noted that the concrete was not carbonated at a depth of 5mm. So, the criteria of service life could be considered attended.Fundação Gorceix2019-03-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2019000100009REM - International Engineering Journal v.72 n.1 2019reponame:REM - International Engineering Journalinstname:Fundação Gorceix (FG)instacron:FG10.1590/0370-44672018720040info:eu-repo/semantics/openAccessBueno,Guilherme ManfrediniCarneiro,Eduardo RimoloRamão,Ana Claudia LemosPiva,Giulianna OdyTutikian,Bernardo Fonsecaeng2019-01-31T00:00:00Zoai:scielo:S2448-167X2019000100009Revistahttps://www.rem.com.br/?lang=pt-brPRIhttps://old.scielo.br/oai/scielo-oai.php||editor@rem.com.br2448-167X2448-167Xopendoar:2019-01-31T00:00REM - International Engineering Journal - Fundação Gorceix (FG)false |
dc.title.none.fl_str_mv |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS |
title |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS |
spellingShingle |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS Bueno,Guilherme Manfredini building performance design service life durability surface hardness carbonation |
title_short |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS |
title_full |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS |
title_fullStr |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS |
title_full_unstemmed |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS |
title_sort |
Evaluation of reinforced concrete structural durability in the post-occupation phase - A case study in Novo Hamburgo/RS |
author |
Bueno,Guilherme Manfredini |
author_facet |
Bueno,Guilherme Manfredini Carneiro,Eduardo Rimolo Ramão,Ana Claudia Lemos Piva,Giulianna Ody Tutikian,Bernardo Fonseca |
author_role |
author |
author2 |
Carneiro,Eduardo Rimolo Ramão,Ana Claudia Lemos Piva,Giulianna Ody Tutikian,Bernardo Fonseca |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Bueno,Guilherme Manfredini Carneiro,Eduardo Rimolo Ramão,Ana Claudia Lemos Piva,Giulianna Ody Tutikian,Bernardo Fonseca |
dc.subject.por.fl_str_mv |
building performance design service life durability surface hardness carbonation |
topic |
building performance design service life durability surface hardness carbonation |
description |
Abstract Researches on building performance have been developed over time. The Brazilian Performance Standard - NBR 15575 - deals with the issues of durability applied to residential buildings, establishing criteria and parameters to classify the systems into minimum, intermediate and higher performance levels. In relation to the service life, studies are also associated with the building’s structural durability, in which the technical specifications and quality of materials, construction systems, building process, use and maintenance of the building are important factors for better performance. In order to evaluate the structural durability over the years, a case study was conducted in a building designed to meet the higher level established in the Brazilian Performance Standard, with service life of 75 years in the structural project, through the non-destructive surface hardness of concrete test by using a Schmidt hammer and semi-destructive carbonation tests. The superficial hardness test was conducted on a concrete column following the procedures of NBR 7584, while the carbonation samples were collected in 3 concrete columns in which a phenolphthalein solution was sprayed to observe the alkalinity of the samples. For all tests, three different heights were considered. The concrete testing hammer indicated an average surface hardness of approximately 50 MPa, and for carbonation tests, it was noted that the concrete was not carbonated at a depth of 5mm. So, the criteria of service life could be considered attended. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-03-01 |
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=S2448-167X2019000100009 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2019000100009 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/0370-44672018720040 |
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 |
Fundação Gorceix |
publisher.none.fl_str_mv |
Fundação Gorceix |
dc.source.none.fl_str_mv |
REM - International Engineering Journal v.72 n.1 2019 reponame:REM - International Engineering Journal instname:Fundação Gorceix (FG) instacron:FG |
instname_str |
Fundação Gorceix (FG) |
instacron_str |
FG |
institution |
FG |
reponame_str |
REM - International Engineering Journal |
collection |
REM - International Engineering Journal |
repository.name.fl_str_mv |
REM - International Engineering Journal - Fundação Gorceix (FG) |
repository.mail.fl_str_mv |
||editor@rem.com.br |
_version_ |
1754734691012837376 |