An algorithm for the automatic design of concrete shell reinforcement

Detalhes bibliográficos
Autor(a) principal: Colombo,A. B.
Data de Publicação: 2014
Outros Autores: Della Bella,J. C., Bittencourt,T. N.
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=S1983-41952014000100004
Resumo: An algorithm developed for the design of reinforcement in concrete shells is presented in this text. The formulation and theory behind the development is shown, as well as results showing its robustness and capability of application on fairly large-scale structures. The design method is based on the three-layer model for reinforced concrete shell elements. A material model is also proposed in order to improve the numerical stability of the algorithm. Comparisons of single element design show that the modifications made to the material model don't effect significantly the final results while making for better numerical stability.
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spelling An algorithm for the automatic design of concrete shell reinforcementreinforced concreteshell elementsplate elementsstructural designAn algorithm developed for the design of reinforcement in concrete shells is presented in this text. The formulation and theory behind the development is shown, as well as results showing its robustness and capability of application on fairly large-scale structures. The design method is based on the three-layer model for reinforced concrete shell elements. A material model is also proposed in order to improve the numerical stability of the algorithm. Comparisons of single element design show that the modifications made to the material model don't effect significantly the final results while making for better numerical stability.IBRACON - Instituto Brasileiro do Concreto2014-02-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000100004Revista IBRACON de Estruturas e Materiais v.7 n.1 2014reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952014000100004info:eu-repo/semantics/openAccessColombo,A. B.Della Bella,J. C.Bittencourt,T. N.eng2014-03-12T00:00:00Zoai:scielo:S1983-41952014000100004Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2014-03-12T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv An algorithm for the automatic design of concrete shell reinforcement
title An algorithm for the automatic design of concrete shell reinforcement
spellingShingle An algorithm for the automatic design of concrete shell reinforcement
Colombo,A. B.
reinforced concrete
shell elements
plate elements
structural design
title_short An algorithm for the automatic design of concrete shell reinforcement
title_full An algorithm for the automatic design of concrete shell reinforcement
title_fullStr An algorithm for the automatic design of concrete shell reinforcement
title_full_unstemmed An algorithm for the automatic design of concrete shell reinforcement
title_sort An algorithm for the automatic design of concrete shell reinforcement
author Colombo,A. B.
author_facet Colombo,A. B.
Della Bella,J. C.
Bittencourt,T. N.
author_role author
author2 Della Bella,J. C.
Bittencourt,T. N.
author2_role author
author
dc.contributor.author.fl_str_mv Colombo,A. B.
Della Bella,J. C.
Bittencourt,T. N.
dc.subject.por.fl_str_mv reinforced concrete
shell elements
plate elements
structural design
topic reinforced concrete
shell elements
plate elements
structural design
description An algorithm developed for the design of reinforcement in concrete shells is presented in this text. The formulation and theory behind the development is shown, as well as results showing its robustness and capability of application on fairly large-scale structures. The design method is based on the three-layer model for reinforced concrete shell elements. A material model is also proposed in order to improve the numerical stability of the algorithm. Comparisons of single element design show that the modifications made to the material model don't effect significantly the final results while making for better numerical stability.
publishDate 2014
dc.date.none.fl_str_mv 2014-02-01
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=S1983-41952014000100004
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000100004
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1983-41952014000100004
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.7 n.1 2014
reponame:Revista IBRACON de Estruturas e Materiais
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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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