Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation

Bibliographic Details
Main Author: MOURA,M. W.
Publication Date: 2018
Other Authors: REAL,M. V., LORIGGIO,D. D.
Format: Article
Language: eng
Source: Revista IBRACON de Estruturas e Materiais
Download full: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200307
Summary: Abstract In this work a computational model is presented to evaluate the ultimate bending moment capacity of the cross section of reinforced and prestressed concrete beams. The computational routines follow the requirements of NBR 6118: 2014. This model is validated by comparing the results obtained with forty-one experimental tests found in the international bibliography. It is shown that the model is very simple, fast and reaches results very close to the experimental ones, with percentage difference of the order of 5%. This tool proved to be a great ally in the structural analysis of reinforced and prestressed concrete elements, besides it is a simplified alternative to obtain the cross section ultimate bending moment.
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spelling Ultimate flexural strength of prestressed concrete beams: validation and model error evaluationreinforced concreteprestressed concreteultimate bending momentbeamsAbstract In this work a computational model is presented to evaluate the ultimate bending moment capacity of the cross section of reinforced and prestressed concrete beams. The computational routines follow the requirements of NBR 6118: 2014. This model is validated by comparing the results obtained with forty-one experimental tests found in the international bibliography. It is shown that the model is very simple, fast and reaches results very close to the experimental ones, with percentage difference of the order of 5%. This tool proved to be a great ally in the structural analysis of reinforced and prestressed concrete elements, besides it is a simplified alternative to obtain the cross section ultimate bending moment.IBRACON - Instituto Brasileiro do Concreto2018-04-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200307Revista IBRACON de Estruturas e Materiais v.11 n.2 2018reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952018000200006info:eu-repo/semantics/openAccessMOURA,M. W.REAL,M. V.LORIGGIO,D. D.eng2018-05-24T00:00:00Zoai:scielo:S1983-41952018000200307Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2018-05-24T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
title Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
spellingShingle Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
MOURA,M. W.
reinforced concrete
prestressed concrete
ultimate bending moment
beams
title_short Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
title_full Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
title_fullStr Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
title_full_unstemmed Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
title_sort Ultimate flexural strength of prestressed concrete beams: validation and model error evaluation
author MOURA,M. W.
author_facet MOURA,M. W.
REAL,M. V.
LORIGGIO,D. D.
author_role author
author2 REAL,M. V.
LORIGGIO,D. D.
author2_role author
author
dc.contributor.author.fl_str_mv MOURA,M. W.
REAL,M. V.
LORIGGIO,D. D.
dc.subject.por.fl_str_mv reinforced concrete
prestressed concrete
ultimate bending moment
beams
topic reinforced concrete
prestressed concrete
ultimate bending moment
beams
description Abstract In this work a computational model is presented to evaluate the ultimate bending moment capacity of the cross section of reinforced and prestressed concrete beams. The computational routines follow the requirements of NBR 6118: 2014. This model is validated by comparing the results obtained with forty-one experimental tests found in the international bibliography. It is shown that the model is very simple, fast and reaches results very close to the experimental ones, with percentage difference of the order of 5%. This tool proved to be a great ally in the structural analysis of reinforced and prestressed concrete elements, besides it is a simplified alternative to obtain the cross section ultimate bending moment.
publishDate 2018
dc.date.none.fl_str_mv 2018-04-01
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=S1983-41952018000200307
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200307
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952018000200006
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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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.11 n.2 2018
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
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reponame_str Revista IBRACON de Estruturas e Materiais
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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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