Punching shear strength of waffle flat slabs

Detalhes bibliográficos
Autor(a) principal: Silva,Ricardo José Carvalho
Data de Publicação: 2021
Outros Autores: Oliveira,Dênio Ramam Carvalho de, Albuquerque,Nívea Gabriela Benevides de, Silva Júnior,Francisco Eudázio Suriano da, Leite,Felipe da Silva
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=S1983-41952021000100213
Resumo: Abstract This research aimed to compare the ultimate load of 10 waffle flat slabs with different sizes of solid area and spacing between ribs. For this, a non-linear computational simulation of the slabs was carried out until their failure using the engineering software ANSYS. The failure modes and loads were analyzed, and the results showed that the models with less solid area presented less bearing capacity in comparison to the models with greater solid area when the failure mode was shearing of the ribs. The slabs with the largest solid regions experienced punching shear and behaved in a similar way as solid flat slabs, indicating compliance with the codes in relation to their punching shear strength provisions, especially with the NBR 6118. The results show that a square solid area whose length is 15% of the span is reasonable and that the ACI, Eurocode 2 and NBR 6118 provisions underestimate the shear strength of the ribs.
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spelling Punching shear strength of waffle flat slabswaffle flat slabpunching shearsolid areaAnsysAbstract This research aimed to compare the ultimate load of 10 waffle flat slabs with different sizes of solid area and spacing between ribs. For this, a non-linear computational simulation of the slabs was carried out until their failure using the engineering software ANSYS. The failure modes and loads were analyzed, and the results showed that the models with less solid area presented less bearing capacity in comparison to the models with greater solid area when the failure mode was shearing of the ribs. The slabs with the largest solid regions experienced punching shear and behaved in a similar way as solid flat slabs, indicating compliance with the codes in relation to their punching shear strength provisions, especially with the NBR 6118. The results show that a square solid area whose length is 15% of the span is reasonable and that the ACI, Eurocode 2 and NBR 6118 provisions underestimate the shear strength of the ribs.IBRACON - Instituto Brasileiro do Concreto2021-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000100213Revista IBRACON de Estruturas e Materiais v.14 n.1 2021reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952021000100006info:eu-repo/semantics/openAccessSilva,Ricardo José CarvalhoOliveira,Dênio Ramam Carvalho deAlbuquerque,Nívea Gabriela Benevides deSilva Júnior,Francisco Eudázio Suriano daLeite,Felipe da Silvaeng2021-01-21T00:00:00Zoai:scielo:S1983-41952021000100213Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2021-01-21T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Punching shear strength of waffle flat slabs
title Punching shear strength of waffle flat slabs
spellingShingle Punching shear strength of waffle flat slabs
Silva,Ricardo José Carvalho
waffle flat slab
punching shear
solid area
Ansys
title_short Punching shear strength of waffle flat slabs
title_full Punching shear strength of waffle flat slabs
title_fullStr Punching shear strength of waffle flat slabs
title_full_unstemmed Punching shear strength of waffle flat slabs
title_sort Punching shear strength of waffle flat slabs
author Silva,Ricardo José Carvalho
author_facet Silva,Ricardo José Carvalho
Oliveira,Dênio Ramam Carvalho de
Albuquerque,Nívea Gabriela Benevides de
Silva Júnior,Francisco Eudázio Suriano da
Leite,Felipe da Silva
author_role author
author2 Oliveira,Dênio Ramam Carvalho de
Albuquerque,Nívea Gabriela Benevides de
Silva Júnior,Francisco Eudázio Suriano da
Leite,Felipe da Silva
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Silva,Ricardo José Carvalho
Oliveira,Dênio Ramam Carvalho de
Albuquerque,Nívea Gabriela Benevides de
Silva Júnior,Francisco Eudázio Suriano da
Leite,Felipe da Silva
dc.subject.por.fl_str_mv waffle flat slab
punching shear
solid area
Ansys
topic waffle flat slab
punching shear
solid area
Ansys
description Abstract This research aimed to compare the ultimate load of 10 waffle flat slabs with different sizes of solid area and spacing between ribs. For this, a non-linear computational simulation of the slabs was carried out until their failure using the engineering software ANSYS. The failure modes and loads were analyzed, and the results showed that the models with less solid area presented less bearing capacity in comparison to the models with greater solid area when the failure mode was shearing of the ribs. The slabs with the largest solid regions experienced punching shear and behaved in a similar way as solid flat slabs, indicating compliance with the codes in relation to their punching shear strength provisions, especially with the NBR 6118. The results show that a square solid area whose length is 15% of the span is reasonable and that the ACI, Eurocode 2 and NBR 6118 provisions underestimate the shear strength of the ribs.
publishDate 2021
dc.date.none.fl_str_mv 2021-01-01
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=S1983-41952021000100213
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000100213
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952021000100006
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.14 n.1 2021
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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