Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface

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.

Saved in:
Bibliographic Details
Main Authors: Barros,R., Giongo,J.S.
Format: Digital revista
Language:English
Published: IBRACON - Instituto Brasileiro do Concreto 2013
Online Access:http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500004
Tags: Add Tag
No Tags, Be the first to tag this record!
id oai:scielo:S1983-41952013000500004
record_format ojs
spelling oai:scielo:S1983-419520130005000042015-06-25Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interfaceBarros,R.Giongo,J.S. reinforced concrete pre cast concrete pile caps socket foundation 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.info:eu-repo/semantics/openAccessIBRACON - Instituto Brasileiro do ConcretoRevista IBRACON de Estruturas e Materiais v.6 n.5 20132013-10-01info:eu-repo/semantics/articletext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500004en10.1590/S1983-41952013000500004
institution SCIELO
collection OJS
country Brasil
countrycode BR
component Revista
access En linea
databasecode rev-scielo-br
tag revista
region America del Sur
libraryname SciELO
language English
format Digital
author Barros,R.
Giongo,J.S.
spellingShingle Barros,R.
Giongo,J.S.
Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface
author_facet Barros,R.
Giongo,J.S.
author_sort Barros,R.
title Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface
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
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.
publisher IBRACON - Instituto Brasileiro do Concreto
publishDate 2013
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000500004
work_keys_str_mv AT barrosr experimentalstudyofreinforcedconcretepilecapswithexternalembeddedandpartiallyembeddedsocketwithsmoothinterface
AT giongojs experimentalstudyofreinforcedconcretepilecapswithexternalembeddedandpartiallyembeddedsocketwithsmoothinterface
_version_ 1756436452615389184