Design of compression reinforcement in reinforced concrete membrane

Bibliographic Details
Main Author: Silva,T. F.
Publication Date: 2012
Other Authors: Della Bella,J. C.
Format: Article
Language: eng
Source: Revista IBRACON de Estruturas e Materiais
Download full: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952012000600007
Summary: This paper presents a method to design membrane elements of concrete with orthogonal mesh of reinforcement which are subject to compressive stress. Design methods, in general, define how to quantify the reinforcement necessary to support the tension stress and verify if the compression in concrete is within the strength limit. In case the compression in membrane is excessive, it is possible to use reinforcements subject to compression. However, there is not much information in the literature about how to design reinforcement for these cases. For that, this paper presents a procedure which uses the model based on Baumann's [1] criteria. The strength limits used herein are those recommended by CEB [3], however, a model is proposed in which this limit varies according to the tensile strain which occur perpendicular to compression. This resistance model is based on concepts proposed by Vecchio e Collins [2].
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spelling Design of compression reinforcement in reinforced concrete membraneconcretedesignmembranecompression reinforcementThis paper presents a method to design membrane elements of concrete with orthogonal mesh of reinforcement which are subject to compressive stress. Design methods, in general, define how to quantify the reinforcement necessary to support the tension stress and verify if the compression in concrete is within the strength limit. In case the compression in membrane is excessive, it is possible to use reinforcements subject to compression. However, there is not much information in the literature about how to design reinforcement for these cases. For that, this paper presents a procedure which uses the model based on Baumann's [1] criteria. The strength limits used herein are those recommended by CEB [3], however, a model is proposed in which this limit varies according to the tensile strain which occur perpendicular to compression. This resistance model is based on concepts proposed by Vecchio e Collins [2].IBRACON - Instituto Brasileiro do Concreto2012-12-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952012000600007Revista IBRACON de Estruturas e Materiais v.5 n.6 2012reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952012000600007info:eu-repo/semantics/openAccessSilva,T. F.Della Bella,J. C.eng2012-12-18T00:00:00Zoai:scielo:S1983-41952012000600007Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2012-12-18T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Design of compression reinforcement in reinforced concrete membrane
title Design of compression reinforcement in reinforced concrete membrane
spellingShingle Design of compression reinforcement in reinforced concrete membrane
Silva,T. F.
concrete
design
membrane
compression reinforcement
title_short Design of compression reinforcement in reinforced concrete membrane
title_full Design of compression reinforcement in reinforced concrete membrane
title_fullStr Design of compression reinforcement in reinforced concrete membrane
title_full_unstemmed Design of compression reinforcement in reinforced concrete membrane
title_sort Design of compression reinforcement in reinforced concrete membrane
author Silva,T. F.
author_facet Silva,T. F.
Della Bella,J. C.
author_role author
author2 Della Bella,J. C.
author2_role author
dc.contributor.author.fl_str_mv Silva,T. F.
Della Bella,J. C.
dc.subject.por.fl_str_mv concrete
design
membrane
compression reinforcement
topic concrete
design
membrane
compression reinforcement
description This paper presents a method to design membrane elements of concrete with orthogonal mesh of reinforcement which are subject to compressive stress. Design methods, in general, define how to quantify the reinforcement necessary to support the tension stress and verify if the compression in concrete is within the strength limit. In case the compression in membrane is excessive, it is possible to use reinforcements subject to compression. However, there is not much information in the literature about how to design reinforcement for these cases. For that, this paper presents a procedure which uses the model based on Baumann's [1] criteria. The strength limits used herein are those recommended by CEB [3], however, a model is proposed in which this limit varies according to the tensile strain which occur perpendicular to compression. This resistance model is based on concepts proposed by Vecchio e Collins [2].
publishDate 2012
dc.date.none.fl_str_mv 2012-12-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952012000600007
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952012000600007
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1983-41952012000600007
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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.5 n.6 2012
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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