Numerical and experimental study of a waffle slab designed to serve as a tennis court floor

Detalhes bibliográficos
Autor(a) principal: Schwetz,P. F.
Data de Publicação: 2013
Outros Autores: Gastal,F. P. S. L., Silva F°,L. C. 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=S1983-41952013000300003
Resumo: Reinforced concrete waffle slabs have become a common option for designers due to a need of rationalization in construction with reduction in costs and deadlines. To better understand the behavior of this structural system, and more realistically quantify stresses and displacements, a full scale waffle slab was tested. The structure, designed to serve as a tennis court floor, was submitted to a load of 12 kN/m2 and instrumented to measure strains and deflections at different locations. The loading process used the floor's constructive base filling material and readings were taken at different loading stages and arrangements during the floor's construction. Test data was compared to results obtained from the matrix analysis program Sistema Computacional TQS v11.0 and from the finite element model program SAP2000 v14.2.2. Slab behavior was as expected, with deflection and bending moments close to those determined by the numerical analysis.
id IBRACON-1_658c2df1e28bdbbe43ee58071a52f352
oai_identifier_str oai:scielo:S1983-41952013000300003
network_acronym_str IBRACON-1
network_name_str Revista IBRACON de Estruturas e Materiais
repository_id_str
spelling Numerical and experimental study of a waffle slab designed to serve as a tennis court floorwaffle slabreinforced concretematrix analysis of gridsfinite element methodReinforced concrete waffle slabs have become a common option for designers due to a need of rationalization in construction with reduction in costs and deadlines. To better understand the behavior of this structural system, and more realistically quantify stresses and displacements, a full scale waffle slab was tested. The structure, designed to serve as a tennis court floor, was submitted to a load of 12 kN/m2 and instrumented to measure strains and deflections at different locations. The loading process used the floor's constructive base filling material and readings were taken at different loading stages and arrangements during the floor's construction. Test data was compared to results obtained from the matrix analysis program Sistema Computacional TQS v11.0 and from the finite element model program SAP2000 v14.2.2. Slab behavior was as expected, with deflection and bending moments close to those determined by the numerical analysis.IBRACON - Instituto Brasileiro do Concreto2013-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000300003Revista IBRACON de Estruturas e Materiais v.6 n.3 2013reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952013000300003info:eu-repo/semantics/openAccessSchwetz,P. F.Gastal,F. P. S. L.Silva F°,L. C. P.eng2013-07-02T00:00:00Zoai:scielo:S1983-41952013000300003Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2013-07-02T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
title Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
spellingShingle Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
Schwetz,P. F.
waffle slab
reinforced concrete
matrix analysis of grids
finite element method
title_short Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
title_full Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
title_fullStr Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
title_full_unstemmed Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
title_sort Numerical and experimental study of a waffle slab designed to serve as a tennis court floor
author Schwetz,P. F.
author_facet Schwetz,P. F.
Gastal,F. P. S. L.
Silva F°,L. C. P.
author_role author
author2 Gastal,F. P. S. L.
Silva F°,L. C. P.
author2_role author
author
dc.contributor.author.fl_str_mv Schwetz,P. F.
Gastal,F. P. S. L.
Silva F°,L. C. P.
dc.subject.por.fl_str_mv waffle slab
reinforced concrete
matrix analysis of grids
finite element method
topic waffle slab
reinforced concrete
matrix analysis of grids
finite element method
description Reinforced concrete waffle slabs have become a common option for designers due to a need of rationalization in construction with reduction in costs and deadlines. To better understand the behavior of this structural system, and more realistically quantify stresses and displacements, a full scale waffle slab was tested. The structure, designed to serve as a tennis court floor, was submitted to a load of 12 kN/m2 and instrumented to measure strains and deflections at different locations. The loading process used the floor's constructive base filling material and readings were taken at different loading stages and arrangements during the floor's construction. Test data was compared to results obtained from the matrix analysis program Sistema Computacional TQS v11.0 and from the finite element model program SAP2000 v14.2.2. Slab behavior was as expected, with deflection and bending moments close to those determined by the numerical analysis.
publishDate 2013
dc.date.none.fl_str_mv 2013-06-01
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=S1983-41952013000300003
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000300003
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1983-41952013000300003
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.6 n.3 2013
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_ 1754193604420567040