Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load

Detalhes bibliográficos
Autor(a) principal: Delalibera,R. G.
Data de Publicação: 2013
Outros Autores: Giongo,J. S.
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=S1983-41952013000300007
Resumo: The structural behavior of pile caps with sockets embedded is influenced by interface of column-socket, which can be smooth or rough. With intent to analyze the behavior of two pile caps with embedded socket, considering the friction between the column and the socket, with eccentric normal load, the numerical simulations were carried out, using a program based on the Finite Element Methods (FEM). In the numerical analysis the non-linear behavior of materials was considered, also the friction between the column and the socket. It was considered perfect bond between the reinforcement and the concrete around. It was observed that the embedded length is preponderant factor in the structural behavior of the analyzed element.
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spelling Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression loadpile capsfoudationsprecast concreteThe structural behavior of pile caps with sockets embedded is influenced by interface of column-socket, which can be smooth or rough. With intent to analyze the behavior of two pile caps with embedded socket, considering the friction between the column and the socket, with eccentric normal load, the numerical simulations were carried out, using a program based on the Finite Element Methods (FEM). In the numerical analysis the non-linear behavior of materials was considered, also the friction between the column and the socket. It was considered perfect bond between the reinforcement and the concrete around. It was observed that the embedded length is preponderant factor in the structural behavior of the analyzed element.IBRACON - Instituto Brasileiro do Concreto2013-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000300007Revista IBRACON de Estruturas e Materiais v.6 n.3 2013reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952013000300007info:eu-repo/semantics/openAccessDelalibera,R. G.Giongo,J. S.eng2013-07-02T00:00:00Zoai:scielo:S1983-41952013000300007Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2013-07-02T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
title Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
spellingShingle Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
Delalibera,R. G.
pile caps
foudations
precast concrete
title_short Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
title_full Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
title_fullStr Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
title_full_unstemmed Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
title_sort Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
author Delalibera,R. G.
author_facet Delalibera,R. G.
Giongo,J. S.
author_role author
author2 Giongo,J. S.
author2_role author
dc.contributor.author.fl_str_mv Delalibera,R. G.
Giongo,J. S.
dc.subject.por.fl_str_mv pile caps
foudations
precast concrete
topic pile caps
foudations
precast concrete
description The structural behavior of pile caps with sockets embedded is influenced by interface of column-socket, which can be smooth or rough. With intent to analyze the behavior of two pile caps with embedded socket, considering the friction between the column and the socket, with eccentric normal load, the numerical simulations were carried out, using a program based on the Finite Element Methods (FEM). In the numerical analysis the non-linear behavior of materials was considered, also the friction between the column and the socket. It was considered perfect bond between the reinforcement and the concrete around. It was observed that the embedded length is preponderant factor in the structural behavior of the analyzed element.
publishDate 2013
dc.date.none.fl_str_mv 2013-06-01
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=S1983-41952013000300007
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000300007
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1983-41952013000300007
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.3 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
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