Determination of reinforcing bars for tests of hollow core slabs with continuity
Autor(a) principal: | |
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Data de Publicação: | 2013 |
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=S1983-41952013000600005 |
Resumo: | The structural designs of floors formed by hollow core slabs usually consider these as simply-supported slabs. In recent years there have been project changes and hollow core slabs with continuity are widely used. The objective of this study is to suggest a way to calculate the reinforcement bars to be used in tests with continuity provided by a structural topping. Thus, this paper presents a method based on the maximum positive resistance moment and maximum shear strength of a hollow core slab. The method is applied to a test in hollow core slab specimens which have the following dimensions: 2 m width, 6 m long, and 21 cm high. The results indicated that the method was satisfactory to the performed test, and can therefore be applied to the other test configurations or even designs. |
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Determination of reinforcing bars for tests of hollow core slabs with continuityhollow core slabcontinuityreinforcing barstoppingtestsThe structural designs of floors formed by hollow core slabs usually consider these as simply-supported slabs. In recent years there have been project changes and hollow core slabs with continuity are widely used. The objective of this study is to suggest a way to calculate the reinforcement bars to be used in tests with continuity provided by a structural topping. Thus, this paper presents a method based on the maximum positive resistance moment and maximum shear strength of a hollow core slab. The method is applied to a test in hollow core slab specimens which have the following dimensions: 2 m width, 6 m long, and 21 cm high. The results indicated that the method was satisfactory to the performed test, and can therefore be applied to the other test configurations or even designs.IBRACON - Instituto Brasileiro do Concreto2013-12-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000600005Revista IBRACON de Estruturas e Materiais v.6 n.6 2013reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952013000600005info:eu-repo/semantics/openAccessSantos,A. P.Ferreira,M. A.Carvalho,R. C.Pinheiro,L. M.eng2014-02-24T00:00:00Zoai:scielo:S1983-41952013000600005Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2014-02-24T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Determination of reinforcing bars for tests of hollow core slabs with continuity |
title |
Determination of reinforcing bars for tests of hollow core slabs with continuity |
spellingShingle |
Determination of reinforcing bars for tests of hollow core slabs with continuity Santos,A. P. hollow core slab continuity reinforcing bars topping tests |
title_short |
Determination of reinforcing bars for tests of hollow core slabs with continuity |
title_full |
Determination of reinforcing bars for tests of hollow core slabs with continuity |
title_fullStr |
Determination of reinforcing bars for tests of hollow core slabs with continuity |
title_full_unstemmed |
Determination of reinforcing bars for tests of hollow core slabs with continuity |
title_sort |
Determination of reinforcing bars for tests of hollow core slabs with continuity |
author |
Santos,A. P. |
author_facet |
Santos,A. P. Ferreira,M. A. Carvalho,R. C. Pinheiro,L. M. |
author_role |
author |
author2 |
Ferreira,M. A. Carvalho,R. C. Pinheiro,L. M. |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Santos,A. P. Ferreira,M. A. Carvalho,R. C. Pinheiro,L. M. |
dc.subject.por.fl_str_mv |
hollow core slab continuity reinforcing bars topping tests |
topic |
hollow core slab continuity reinforcing bars topping tests |
description |
The structural designs of floors formed by hollow core slabs usually consider these as simply-supported slabs. In recent years there have been project changes and hollow core slabs with continuity are widely used. The objective of this study is to suggest a way to calculate the reinforcement bars to be used in tests with continuity provided by a structural topping. Thus, this paper presents a method based on the maximum positive resistance moment and maximum shear strength of a hollow core slab. The method is applied to a test in hollow core slab specimens which have the following dimensions: 2 m width, 6 m long, and 21 cm high. The results indicated that the method was satisfactory to the performed test, and can therefore be applied to the other test configurations or even designs. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-12-01 |
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=S1983-41952013000600005 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000600005 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1983-41952013000600005 |
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.6 n.6 2013 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_ |
1754193604456218624 |