Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix
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=S1983-41952022000500204 |
Resumo: | Abstract To reduce environmental impact and hydration heat from high cement consumption in advanced cement-based composites, this study proposes the partial cement substitution by fly ash (FA) and coal bottom ash (CBA) in rates of 15% by mass (7.5% FA and 7.5% CBA) and 30% by mass (15% FA and 15% CBA). Matrixes were assessed for their physical and mechanical characteristics though the tests of compressive strength, capillary water absorption and ultrasonic pulse velocity, added to the analysis of images generated by scanning electron microscopy (SEM) and energy-dispersive X-ray spectroscopy (EDS). Results indicated better performance of fly ash due to its particle size, shape and texture, especially for the rate of 15%. In terms of compressive strength, mixture RFA15 yielded the highest strength. The capillary water absorption results were linear and with low variations of about 1% and 5% between 28 and 56 days. |
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Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrixcement-based compositesfly ashcoal bottom ashAbstract To reduce environmental impact and hydration heat from high cement consumption in advanced cement-based composites, this study proposes the partial cement substitution by fly ash (FA) and coal bottom ash (CBA) in rates of 15% by mass (7.5% FA and 7.5% CBA) and 30% by mass (15% FA and 15% CBA). Matrixes were assessed for their physical and mechanical characteristics though the tests of compressive strength, capillary water absorption and ultrasonic pulse velocity, added to the analysis of images generated by scanning electron microscopy (SEM) and energy-dispersive X-ray spectroscopy (EDS). Results indicated better performance of fly ash due to its particle size, shape and texture, especially for the rate of 15%. In terms of compressive strength, mixture RFA15 yielded the highest strength. The capillary water absorption results were linear and with low variations of about 1% and 5% between 28 and 56 days.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=S1983-41952022000500204Revista IBRACON de Estruturas e Materiais v.15 n.5 2022reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952022000500006info:eu-repo/semantics/openAccessVieira,MarianaPereira,GuilhermePacheco,FernandaMarques,Maria Luísa da SilvaChrist,RobertoModolo,Regina Celia Espinosaeng2022-03-25T00:00:00Zoai:scielo:S1983-41952022000500204Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2022-03-25T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix |
title |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix |
spellingShingle |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix Vieira,Mariana cement-based composites fly ash coal bottom ash |
title_short |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix |
title_full |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix |
title_fullStr |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix |
title_full_unstemmed |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix |
title_sort |
Assessment of the impact of adding fly ash and coal bottom ash to an advanced cement-based composite matrix |
author |
Vieira,Mariana |
author_facet |
Vieira,Mariana Pereira,Guilherme Pacheco,Fernanda Marques,Maria Luísa da Silva Christ,Roberto Modolo,Regina Celia Espinosa |
author_role |
author |
author2 |
Pereira,Guilherme Pacheco,Fernanda Marques,Maria Luísa da Silva Christ,Roberto Modolo,Regina Celia Espinosa |
author2_role |
author author author author author |
dc.contributor.author.fl_str_mv |
Vieira,Mariana Pereira,Guilherme Pacheco,Fernanda Marques,Maria Luísa da Silva Christ,Roberto Modolo,Regina Celia Espinosa |
dc.subject.por.fl_str_mv |
cement-based composites fly ash coal bottom ash |
topic |
cement-based composites fly ash coal bottom ash |
description |
Abstract To reduce environmental impact and hydration heat from high cement consumption in advanced cement-based composites, this study proposes the partial cement substitution by fly ash (FA) and coal bottom ash (CBA) in rates of 15% by mass (7.5% FA and 7.5% CBA) and 30% by mass (15% FA and 15% CBA). Matrixes were assessed for their physical and mechanical characteristics though the tests of compressive strength, capillary water absorption and ultrasonic pulse velocity, added to the analysis of images generated by scanning electron microscopy (SEM) and energy-dispersive X-ray spectroscopy (EDS). Results indicated better performance of fly ash due to its particle size, shape and texture, especially for the rate of 15%. In terms of compressive strength, mixture RFA15 yielded the highest strength. The capillary water absorption results were linear and with low variations of about 1% and 5% between 28 and 56 days. |
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=S1983-41952022000500204 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000500204 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1983-41952022000500006 |
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.5 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 |
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1754193606818660352 |