Punching shear strength of waffle flat slabs
Autor(a) principal: | |
---|---|
Data de Publicação: | 2021 |
Outros Autores: | , , , |
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. |
id |
IBRACON-1_ba23496eedb86fd5024081a1130b4fe4 |
---|---|
oai_identifier_str |
oai:scielo:S1983-41952021000100213 |
network_acronym_str |
IBRACON-1 |
network_name_str |
Revista IBRACON de Estruturas e Materiais |
repository_id_str |
|
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 |
_version_ |
1754193606428590080 |