Punching shear resistance of reinforced concrete footings: evaluation of design codes

Detalhes bibliográficos
Autor(a) principal: SANTOS,D. F. A.
Data de Publicação: 2018
Outros Autores: LIMA NETO,A. F., FERREIRA,M. P.
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=S1983-41952018000200432
Resumo: Abstract Punching is a possible failure mode for slender footings and it may lead a structure to ruin through progressive collapse. Although footing present different geometric characteristics, their punching shear design is based on the empirical methods used for flat slabs. This paper uses experimental results from 216 tests to evaluate the performance of design code recommendations presented by ACI 318 (2014), ABNT NBR 6118 (2014) and Eurocode 2 (2010) to estimate the punching shear resistance of reinforced concrete footings. Great dispersion between theoretical and experimental results was observed, being evident that the test system affects the punching shear capacity of footings. The more complex method proposed by Eurocode 2 resulted in a better correlation with experimental results.
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spelling Punching shear resistance of reinforced concrete footings: evaluation of design codespunching shearfootingsreinforced concreteAbstract Punching is a possible failure mode for slender footings and it may lead a structure to ruin through progressive collapse. Although footing present different geometric characteristics, their punching shear design is based on the empirical methods used for flat slabs. This paper uses experimental results from 216 tests to evaluate the performance of design code recommendations presented by ACI 318 (2014), ABNT NBR 6118 (2014) and Eurocode 2 (2010) to estimate the punching shear resistance of reinforced concrete footings. Great dispersion between theoretical and experimental results was observed, being evident that the test system affects the punching shear capacity of footings. The more complex method proposed by Eurocode 2 resulted in a better correlation with experimental results.IBRACON - Instituto Brasileiro do Concreto2018-04-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200432Revista IBRACON de Estruturas e Materiais v.11 n.2 2018reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952018000200011info:eu-repo/semantics/openAccessSANTOS,D. F. A.LIMA NETO,A. F.FERREIRA,M. P.eng2018-05-24T00:00:00Zoai:scielo:S1983-41952018000200432Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2018-05-24T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Punching shear resistance of reinforced concrete footings: evaluation of design codes
title Punching shear resistance of reinforced concrete footings: evaluation of design codes
spellingShingle Punching shear resistance of reinforced concrete footings: evaluation of design codes
SANTOS,D. F. A.
punching shear
footings
reinforced concrete
title_short Punching shear resistance of reinforced concrete footings: evaluation of design codes
title_full Punching shear resistance of reinforced concrete footings: evaluation of design codes
title_fullStr Punching shear resistance of reinforced concrete footings: evaluation of design codes
title_full_unstemmed Punching shear resistance of reinforced concrete footings: evaluation of design codes
title_sort Punching shear resistance of reinforced concrete footings: evaluation of design codes
author SANTOS,D. F. A.
author_facet SANTOS,D. F. A.
LIMA NETO,A. F.
FERREIRA,M. P.
author_role author
author2 LIMA NETO,A. F.
FERREIRA,M. P.
author2_role author
author
dc.contributor.author.fl_str_mv SANTOS,D. F. A.
LIMA NETO,A. F.
FERREIRA,M. P.
dc.subject.por.fl_str_mv punching shear
footings
reinforced concrete
topic punching shear
footings
reinforced concrete
description Abstract Punching is a possible failure mode for slender footings and it may lead a structure to ruin through progressive collapse. Although footing present different geometric characteristics, their punching shear design is based on the empirical methods used for flat slabs. This paper uses experimental results from 216 tests to evaluate the performance of design code recommendations presented by ACI 318 (2014), ABNT NBR 6118 (2014) and Eurocode 2 (2010) to estimate the punching shear resistance of reinforced concrete footings. Great dispersion between theoretical and experimental results was observed, being evident that the test system affects the punching shear capacity of footings. The more complex method proposed by Eurocode 2 resulted in a better correlation with experimental results.
publishDate 2018
dc.date.none.fl_str_mv 2018-04-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200432
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dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952018000200011
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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.11 n.2 2018
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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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