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

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

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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Main Authors: Delalibera,R. G., 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=S1983-41952013000300007
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spelling oai:scielo:S1983-419520130003000072013-07-02Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression loadDelalibera,R. G.Giongo,J. S. pile caps foudations precast concrete 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.info:eu-repo/semantics/openAccessIBRACON - Instituto Brasileiro do ConcretoRevista IBRACON de Estruturas e Materiais v.6 n.3 20132013-06-01info:eu-repo/semantics/articletext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000300007en10.1590/S1983-41952013000300007
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 Delalibera,R. G.
Giongo,J. S.
spellingShingle Delalibera,R. G.
Giongo,J. S.
Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
author_facet Delalibera,R. G.
Giongo,J. S.
author_sort Delalibera,R. G.
title Numerical analysis of two pile caps with sockets embedded, subject the eccentric compression load
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
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.
publisher IBRACON - Instituto Brasileiro do Concreto
publishDate 2013
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000300007
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AT giongojs numericalanalysisoftwopilecapswithsocketsembeddedsubjecttheeccentriccompressionload
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