Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface
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=S1983-41952013000500004 |
Resumo: | On Precast concrete structures the column foundation connections can occur through the socket foundation, which can be embedded, partially embedded or external, with socket walls over the pile caps. This paper presents an experimental study about two pile caps reinforced concrete with external, partially embedded and embedded socket submitted to central load, using 1:2 scaled models. In the analyzed models, the smooth interface between the socket walls and column was considered. The results are compared to a reference model that presents monolithic connections between the column and pile cap. It is observed that the ultimate load of pile cap with external sockets has the same magnitude as the reference pile cap, but the ultimate load of models with partially embedded and embedded socket present less magnitude than the reference model. |
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Revista IBRACON de Estruturas e Materiais |
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Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interfacereinforced concretepre cast concretepile capssocket foundationOn Precast concrete structures the column foundation connections can occur through the socket foundation, which can be embedded, partially embedded or external, with socket walls over the pile caps. This paper presents an experimental study about two pile caps reinforced concrete with external, partially embedded and embedded socket submitted to central load, using 1:2 scaled models. In the analyzed models, the smooth interface between the socket walls and column was considered. The results are compared to a reference model that presents monolithic connections between the column and pile cap. It is observed that the ultimate load of pile cap with external sockets has the same magnitude as the reference pile cap, but the ultimate load of models with partially embedded and embedded socket present less magnitude than the reference model.IBRACON - Instituto Brasileiro do Concreto2013-10-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500004Revista IBRACON de Estruturas e Materiais v.6 n.5 2013reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952013000500004info:eu-repo/semantics/openAccessBarros,R.Giongo,J.S.eng2015-06-25T00:00:00Zoai:scielo:S1983-41952013000500004Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2015-06-25T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface |
title |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface |
spellingShingle |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface Barros,R. reinforced concrete pre cast concrete pile caps socket foundation |
title_short |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface |
title_full |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface |
title_fullStr |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface |
title_full_unstemmed |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface |
title_sort |
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface |
author |
Barros,R. |
author_facet |
Barros,R. Giongo,J.S. |
author_role |
author |
author2 |
Giongo,J.S. |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Barros,R. Giongo,J.S. |
dc.subject.por.fl_str_mv |
reinforced concrete pre cast concrete pile caps socket foundation |
topic |
reinforced concrete pre cast concrete pile caps socket foundation |
description |
On Precast concrete structures the column foundation connections can occur through the socket foundation, which can be embedded, partially embedded or external, with socket walls over the pile caps. This paper presents an experimental study about two pile caps reinforced concrete with external, partially embedded and embedded socket submitted to central load, using 1:2 scaled models. In the analyzed models, the smooth interface between the socket walls and column was considered. The results are compared to a reference model that presents monolithic connections between the column and pile cap. It is observed that the ultimate load of pile cap with external sockets has the same magnitude as the reference pile cap, but the ultimate load of models with partially embedded and embedded socket present less magnitude than the reference model. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-10-01 |
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=S1983-41952013000500004 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500004 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1983-41952013000500004 |
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.5 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_ |
1754193604444684288 |