Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams
Autor(a) principal: | |
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Data de Publicação: | 2021 |
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=S1983-41952021000100212 |
Resumo: | ABSTRACT: This research evaluates the influence of the replacement of natural coarse aggregates (NCA) by recycled concrete aggregates (RCA) on the shear strength of reinforced concrete beams. Experimental tests on six reinforced concrete beams with RCA replacement ratios of 0%, 30%, and 100% are presented. Furthermore, a database with results of 170 tests on beams with RCA is used to discuss adjustments in the recommendations presented by ABNT NBR 6118 to estimate the shear strength of reinforced concrete beams. According to the Demerit Points Classification (DPC) proposed by Collins, 80% of the theoretical results obtained using models I and II from the Brazilian code fall in an appropriate safety condition range, showing that the substitution of NCA by RCA has a low impact on the shear strength reinforced concrete beams. |
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Revista IBRACON de Estruturas e Materiais |
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Influence of recycled concrete aggregates on the shear strength of reinforced concrete beamsshearrecycled concrete aggregatesreinforced concreteABSTRACT: This research evaluates the influence of the replacement of natural coarse aggregates (NCA) by recycled concrete aggregates (RCA) on the shear strength of reinforced concrete beams. Experimental tests on six reinforced concrete beams with RCA replacement ratios of 0%, 30%, and 100% are presented. Furthermore, a database with results of 170 tests on beams with RCA is used to discuss adjustments in the recommendations presented by ABNT NBR 6118 to estimate the shear strength of reinforced concrete beams. According to the Demerit Points Classification (DPC) proposed by Collins, 80% of the theoretical results obtained using models I and II from the Brazilian code fall in an appropriate safety condition range, showing that the substitution of NCA by RCA has a low impact on the shear strength reinforced concrete beams.IBRACON - Instituto Brasileiro do Concreto2021-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000100212Revista IBRACON de Estruturas e Materiais v.14 n.1 2021reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952021000100009info:eu-repo/semantics/openAccessCardoso,Allan CarvalhoLima,Isaque GuerreiroFerreira,Maurício de PinaSouza,Rafael Alves deeng2021-01-19T00:00:00Zoai:scielo:S1983-41952021000100212Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2021-01-19T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams |
title |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams |
spellingShingle |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams Cardoso,Allan Carvalho shear recycled concrete aggregates reinforced concrete |
title_short |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams |
title_full |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams |
title_fullStr |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams |
title_full_unstemmed |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams |
title_sort |
Influence of recycled concrete aggregates on the shear strength of reinforced concrete beams |
author |
Cardoso,Allan Carvalho |
author_facet |
Cardoso,Allan Carvalho Lima,Isaque Guerreiro Ferreira,Maurício de Pina Souza,Rafael Alves de |
author_role |
author |
author2 |
Lima,Isaque Guerreiro Ferreira,Maurício de Pina Souza,Rafael Alves de |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Cardoso,Allan Carvalho Lima,Isaque Guerreiro Ferreira,Maurício de Pina Souza,Rafael Alves de |
dc.subject.por.fl_str_mv |
shear recycled concrete aggregates reinforced concrete |
topic |
shear recycled concrete aggregates reinforced concrete |
description |
ABSTRACT: This research evaluates the influence of the replacement of natural coarse aggregates (NCA) by recycled concrete aggregates (RCA) on the shear strength of reinforced concrete beams. Experimental tests on six reinforced concrete beams with RCA replacement ratios of 0%, 30%, and 100% are presented. Furthermore, a database with results of 170 tests on beams with RCA is used to discuss adjustments in the recommendations presented by ABNT NBR 6118 to estimate the shear strength of reinforced concrete beams. According to the Demerit Points Classification (DPC) proposed by Collins, 80% of the theoretical results obtained using models I and II from the Brazilian code fall in an appropriate safety condition range, showing that the substitution of NCA by RCA has a low impact on the shear strength reinforced concrete beams. |
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=S1983-41952021000100212 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000100212 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1983-41952021000100009 |
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.14 n.1 2021 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_ |
1754193606427541504 |