Mechanical properties of reinforcing steel used in Colombia

Results of the statistical analysis applied to the experimental study that determine the mechanical properties of Colombian steels subjected to monotonic tensile loads are presented. Typical stress-strain curves are obtained that allow characterizing national steels studied by emphasizing the variab...

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Autores:
González Quintana, Victoria
Botero, Juan Carlos
Rochel, Roberto
Vidal, Julián
Alvarez Uribe, Martha Cecilia
Tipo de recurso:
Fecha de publicación:
2005
Institución:
Universidad EAFIT
Repositorio:
Repositorio EAFIT
Idioma:
spa
OAI Identifier:
oai:repository.eafit.edu.co:10784/14579
Acceso en línea:
http://hdl.handle.net/10784/14579
Palabra clave:
Steel
Stress
Deformation
Traction
Acero
Esfuerzo
Deformación
Tracción
Rights
License
Acceso abierto
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spelling Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees2005-04-012019-11-22T19:22:15Z2005-04-012019-11-22T19:22:15Z2256-43141794-9165http://hdl.handle.net/10784/14579Results of the statistical analysis applied to the experimental study that determine the mechanical properties of Colombian steels subjected to monotonic tensile loads are presented. Typical stress-strain curves are obtained that allow characterizing national steels studied by emphasizing the variables that determine the change in material behaviorSe presentan resultados del análisis estadístico aplicado al estudio experimental que de- termina las propiedades mecánicas de aceros colombianos sometidos a cargas monotónicas de tracción. Se obtienen curvas típicas de esfuerzo-deformación que permiten caracterizar aceros nacionales estudiados haciendo énfasis en las variables que determinan el cambio de comportamiento del materialapplication/pdfspaUniversidad EAFIThttp://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/504http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/504Copyright (c) 2005 Victoria González Quintana, Juan Carlos Botero, Roberto Rochel, Julián Vidal, Martha Cecilia Alvarez UribeAcceso abiertohttp://purl.org/coar/access_right/c_abf2instname:Universidad EAFITreponame:Repositorio Institucional Universidad EAFITIngeniería y Ciencia; Vol 1, No 1 (2005)Mechanical properties of reinforcing steel used in ColombiaPropiedades mecánicas del acero de refuerzo utilizado en Colombiaarticleinfo:eu-repo/semantics/articlepublishedVersioninfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1SteelStressDeformationTractionAceroEsfuerzoDeformaciónTracciónGonzález Quintana, Victoriac27acb13-16bb-4aac-bc87-507f63674136-1Botero, Juan Carlos90369295-468c-4840-b938-7725cc3f6be5-1Rochel, Roberto4fea3150-b45f-4111-a231-7013e77ad0d1-1Vidal, Julián1e5ba614-93ed-466b-9842-0f01894e810f-1Alvarez Uribe, Martha Cecilia7b240972-15de-45f0-9c26-7b3bea056e4e-1Universidad EAFITIngeniería y Ciencia116776ing.cienc.THUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/3e051459-9d48-4905-9340-8e67de5a832c/downloadda9b21a5c7e00c7f1127cef8e97035e0MD51ORIGINALdocument (2).pdfdocument (2).pdfTexto completo PDFapplication/pdf175773https://repository.eafit.edu.co/bitstreams/9693d33c-518c-48f9-b9e3-02efcc9f5bcd/downloadb30739b28d9b5ef08226b313832efdd7MD52articulo.htmlarticulo.htmlTexto completo HTMLtext/html373https://repository.eafit.edu.co/bitstreams/babdf4ef-2806-4e3d-8016-71f7012568f6/download23ca45db8578cc2dfddaa6be9e5c42eaMD5310784/14579oai:repository.eafit.edu.co:10784/145792024-12-04 11:47:12.557open.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co
dc.title.eng.fl_str_mv Mechanical properties of reinforcing steel used in Colombia
dc.title.spa.fl_str_mv Propiedades mecánicas del acero de refuerzo utilizado en Colombia
title Mechanical properties of reinforcing steel used in Colombia
spellingShingle Mechanical properties of reinforcing steel used in Colombia
Steel
Stress
Deformation
Traction
Acero
Esfuerzo
Deformación
Tracción
title_short Mechanical properties of reinforcing steel used in Colombia
title_full Mechanical properties of reinforcing steel used in Colombia
title_fullStr Mechanical properties of reinforcing steel used in Colombia
title_full_unstemmed Mechanical properties of reinforcing steel used in Colombia
title_sort Mechanical properties of reinforcing steel used in Colombia
dc.creator.fl_str_mv González Quintana, Victoria
Botero, Juan Carlos
Rochel, Roberto
Vidal, Julián
Alvarez Uribe, Martha Cecilia
dc.contributor.author.spa.fl_str_mv González Quintana, Victoria
Botero, Juan Carlos
Rochel, Roberto
Vidal, Julián
Alvarez Uribe, Martha Cecilia
dc.contributor.affiliation.spa.fl_str_mv Universidad EAFIT
dc.subject.keyword.eng.fl_str_mv Steel
Stress
Deformation
Traction
topic Steel
Stress
Deformation
Traction
Acero
Esfuerzo
Deformación
Tracción
dc.subject.keyword.spa.fl_str_mv Acero
Esfuerzo
Deformación
Tracción
description Results of the statistical analysis applied to the experimental study that determine the mechanical properties of Colombian steels subjected to monotonic tensile loads are presented. Typical stress-strain curves are obtained that allow characterizing national steels studied by emphasizing the variables that determine the change in material behavior
publishDate 2005
dc.date.issued.none.fl_str_mv 2005-04-01
dc.date.available.none.fl_str_mv 2019-11-22T19:22:15Z
dc.date.accessioned.none.fl_str_mv 2019-11-22T19:22:15Z
dc.date.none.fl_str_mv 2005-04-01
dc.type.eng.fl_str_mv article
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1794-9165
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10784/14579
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dc.format.none.fl_str_mv application/pdf
dc.coverage.spatial.eng.fl_str_mv Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees
dc.publisher.spa.fl_str_mv Universidad EAFIT
dc.source.none.fl_str_mv instname:Universidad EAFIT
reponame:Repositorio Institucional Universidad EAFIT
dc.source.spa.fl_str_mv Ingeniería y Ciencia; Vol 1, No 1 (2005)
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