Punching shear in flat slabs by strut and tie model
Autor(a) principal: | |
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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=S1983-41952021000500208 |
Resumo: | Abstract Research on behavior of flat slabs under punching shear, performed by Kinnunen, Regan and Muttoni influenced the main design recommendations. Meanwhile, studies about strut and tie model developed by Schlaich for beams, deep beams and corbels also influenced these design codes. This work aimed to adapt the strut and tie model for the punching shear resistance analysis in flat slabs. The punching shear resistance of 30 flat slabs verified through strut and tie model was compared to the one designed following Brazilian, American and European codes recommendation. Subsequently, this same model was validated by comparing the test results of 32 flat slabs. The strut and tie model results, when compared with the test results, showed a better average than those from codes, and the modified strut and tie model can become an alternative for punching shear strength prediction. |
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Punching shear in flat slabs by strut and tie modelflat slabpunching shearstrut and tie model Abstract Research on behavior of flat slabs under punching shear, performed by Kinnunen, Regan and Muttoni influenced the main design recommendations. Meanwhile, studies about strut and tie model developed by Schlaich for beams, deep beams and corbels also influenced these design codes. This work aimed to adapt the strut and tie model for the punching shear resistance analysis in flat slabs. The punching shear resistance of 30 flat slabs verified through strut and tie model was compared to the one designed following Brazilian, American and European codes recommendation. Subsequently, this same model was validated by comparing the test results of 32 flat slabs. The strut and tie model results, when compared with the test results, showed a better average than those from codes, and the modified strut and tie model can become an alternative for punching shear strength prediction.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=S1983-41952021000500208Revista IBRACON de Estruturas e Materiais v.14 n.5 2021reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952021000500006info:eu-repo/semantics/openAccessSilva,Ricardo José CarvalhoOliveira,Dênio Ramam Carvalho deAlbuquerque,Nívea Gabriela Benevides deGomes,Thiago AndradeNzambi,Aaron Kadima Lukanu Lwaeng2021-06-11T00:00:00Zoai:scielo:S1983-41952021000500208Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2021-06-11T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Punching shear in flat slabs by strut and tie model |
title |
Punching shear in flat slabs by strut and tie model |
spellingShingle |
Punching shear in flat slabs by strut and tie model Silva,Ricardo José Carvalho flat slab punching shear strut and tie model |
title_short |
Punching shear in flat slabs by strut and tie model |
title_full |
Punching shear in flat slabs by strut and tie model |
title_fullStr |
Punching shear in flat slabs by strut and tie model |
title_full_unstemmed |
Punching shear in flat slabs by strut and tie model |
title_sort |
Punching shear in flat slabs by strut and tie model |
author |
Silva,Ricardo José Carvalho |
author_facet |
Silva,Ricardo José Carvalho Oliveira,Dênio Ramam Carvalho de Albuquerque,Nívea Gabriela Benevides de Gomes,Thiago Andrade Nzambi,Aaron Kadima Lukanu Lwa |
author_role |
author |
author2 |
Oliveira,Dênio Ramam Carvalho de Albuquerque,Nívea Gabriela Benevides de Gomes,Thiago Andrade Nzambi,Aaron Kadima Lukanu Lwa |
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 Gomes,Thiago Andrade Nzambi,Aaron Kadima Lukanu Lwa |
dc.subject.por.fl_str_mv |
flat slab punching shear strut and tie model |
topic |
flat slab punching shear strut and tie model |
description |
Abstract Research on behavior of flat slabs under punching shear, performed by Kinnunen, Regan and Muttoni influenced the main design recommendations. Meanwhile, studies about strut and tie model developed by Schlaich for beams, deep beams and corbels also influenced these design codes. This work aimed to adapt the strut and tie model for the punching shear resistance analysis in flat slabs. The punching shear resistance of 30 flat slabs verified through strut and tie model was compared to the one designed following Brazilian, American and European codes recommendation. Subsequently, this same model was validated by comparing the test results of 32 flat slabs. The strut and tie model results, when compared with the test results, showed a better average than those from codes, and the modified strut and tie model can become an alternative for punching shear strength prediction. |
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=S1983-41952021000500208 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500208 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/s1983-41952021000500006 |
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.5 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_ |
1754193606522961920 |