Mechanical performance and chloride penetration resistance of concretes with low cement contents
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Revista IBRACON de Estruturas e Materiais |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000600202 |
Resumo: | abstract: The concern about the environment has been leading the construction industry to adopt more sustainable practices. The main environmental impact of concrete is related to CO2 emissions coming from cement, particularly from the cement content in concrete. For this reason, this research evaluates the performance of concretes with partial replacement of Portland cement by limestone filler and silica fume. These concretes were proportioned to improve particles’ packing and paste volume optimization. The compressive strength was determined to assess their mechanical performance. Their durability was investigated by capillary absorption and chloride penetration resistance. Results indicate that concretes showed a better efficiency in terms of binder intensity, with values close to the minimum found in literature (5 kg.m-3.MPa-1). It was also observed that even concretes with cement content lower than the minimum recommended by standards showed better performance than regular concretes regarding the chloride’s penetration. |
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Revista IBRACON de Estruturas e Materiais |
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Mechanical performance and chloride penetration resistance of concretes with low cement contentsecoefficient concretelow binder concretelimestone fillerdurabilitychloride resistanceabstract: The concern about the environment has been leading the construction industry to adopt more sustainable practices. The main environmental impact of concrete is related to CO2 emissions coming from cement, particularly from the cement content in concrete. For this reason, this research evaluates the performance of concretes with partial replacement of Portland cement by limestone filler and silica fume. These concretes were proportioned to improve particles’ packing and paste volume optimization. The compressive strength was determined to assess their mechanical performance. Their durability was investigated by capillary absorption and chloride penetration resistance. Results indicate that concretes showed a better efficiency in terms of binder intensity, with values close to the minimum found in literature (5 kg.m-3.MPa-1). It was also observed that even concretes with cement content lower than the minimum recommended by standards showed better performance than regular concretes regarding the chloride’s penetration.IBRACON - Instituto Brasileiro do Concreto2022-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000600202Revista IBRACON de Estruturas e Materiais v.15 n.6 2022reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952022000600008info:eu-repo/semantics/openAccessCândido,Taíssa GuedesMeira,Gibson RochaQuattrone,MarcoJohn,Vanderley Moacyreng2022-11-08T00:00:00Zoai:scielo:S1983-41952022000600202Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2022-11-08T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Mechanical performance and chloride penetration resistance of concretes with low cement contents |
title |
Mechanical performance and chloride penetration resistance of concretes with low cement contents |
spellingShingle |
Mechanical performance and chloride penetration resistance of concretes with low cement contents Cândido,Taíssa Guedes ecoefficient concrete low binder concrete limestone filler durability chloride resistance |
title_short |
Mechanical performance and chloride penetration resistance of concretes with low cement contents |
title_full |
Mechanical performance and chloride penetration resistance of concretes with low cement contents |
title_fullStr |
Mechanical performance and chloride penetration resistance of concretes with low cement contents |
title_full_unstemmed |
Mechanical performance and chloride penetration resistance of concretes with low cement contents |
title_sort |
Mechanical performance and chloride penetration resistance of concretes with low cement contents |
author |
Cândido,Taíssa Guedes |
author_facet |
Cândido,Taíssa Guedes Meira,Gibson Rocha Quattrone,Marco John,Vanderley Moacyr |
author_role |
author |
author2 |
Meira,Gibson Rocha Quattrone,Marco John,Vanderley Moacyr |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Cândido,Taíssa Guedes Meira,Gibson Rocha Quattrone,Marco John,Vanderley Moacyr |
dc.subject.por.fl_str_mv |
ecoefficient concrete low binder concrete limestone filler durability chloride resistance |
topic |
ecoefficient concrete low binder concrete limestone filler durability chloride resistance |
description |
abstract: The concern about the environment has been leading the construction industry to adopt more sustainable practices. The main environmental impact of concrete is related to CO2 emissions coming from cement, particularly from the cement content in concrete. For this reason, this research evaluates the performance of concretes with partial replacement of Portland cement by limestone filler and silica fume. These concretes were proportioned to improve particles’ packing and paste volume optimization. The compressive strength was determined to assess their mechanical performance. Their durability was investigated by capillary absorption and chloride penetration resistance. Results indicate that concretes showed a better efficiency in terms of binder intensity, with values close to the minimum found in literature (5 kg.m-3.MPa-1). It was also observed that even concretes with cement content lower than the minimum recommended by standards showed better performance than regular concretes regarding the chloride’s penetration. |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022-01-01 |
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=S1983-41952022000600202 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000600202 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1983-41952022000600008 |
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 |
IBRACON - Instituto Brasileiro do Concreto |
publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
dc.source.none.fl_str_mv |
Revista IBRACON de Estruturas e Materiais v.15 n.6 2022 reponame:Revista IBRACON de Estruturas e Materiais instname:Instituto Brasileiro do Concreto (IBRACON) instacron:IBRACON |
instname_str |
Instituto Brasileiro do Concreto (IBRACON) |
instacron_str |
IBRACON |
institution |
IBRACON |
reponame_str |
Revista IBRACON de Estruturas e Materiais |
collection |
Revista IBRACON de Estruturas e Materiais |
repository.name.fl_str_mv |
Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON) |
repository.mail.fl_str_mv |
editores.riem@gmail.com||arlene@ibracon.org.br |
_version_ |
1754193606832291840 |