Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets

Abstract This article aims to compare two techniques of structural reinforcement, carbon fiber and steel sheets, used for the recovery of reinforced concrete elements degraded by fire. It simulates the deterioration of a beam in a fire situation from a thermal numerical modeling and then the mentioned reinforcements are calculated. The carbon fiber required a smaller area compared to that for the steel sheet, due to its high mechanical resistance. As limitations, it is mentioned that the study is preliminary and involves only a thermal analysis of the beam, not considering the loading and its implications. It is concluded that the carbon fiber presents greater advantages with respect to reinforcement of beams.

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Main Authors: Simões,Y. S., Santos,C. F. R.
Format: Digital revista
Language:English
Published: Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C. 2019
Online Access:http://www.scielo.org.mx/scielo.php?script=sci_arttext&pid=S2007-68352019000100048
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spelling oai:scielo:S2007-683520190001000482020-09-25Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheetsSimões,Y. S.Santos,C. F. R. reinforced concrete beam structural reinforcement carbon fiber bonded-in steel sheets Abstract This article aims to compare two techniques of structural reinforcement, carbon fiber and steel sheets, used for the recovery of reinforced concrete elements degraded by fire. It simulates the deterioration of a beam in a fire situation from a thermal numerical modeling and then the mentioned reinforcements are calculated. The carbon fiber required a smaller area compared to that for the steel sheet, due to its high mechanical resistance. As limitations, it is mentioned that the study is preliminary and involves only a thermal analysis of the beam, not considering the loading and its implications. It is concluded that the carbon fiber presents greater advantages with respect to reinforcement of beams.info:eu-repo/semantics/openAccessAsociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.Revista ALCONPAT v.9 n.1 20192019-04-01info:eu-repo/semantics/articletext/htmlhttp://www.scielo.org.mx/scielo.php?script=sci_arttext&pid=S2007-68352019000100048en10.21041/ra.v9i1.259
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country México
countrycode MX
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region America del Norte
libraryname SciELO
language English
format Digital
author Simões,Y. S.
Santos,C. F. R.
spellingShingle Simões,Y. S.
Santos,C. F. R.
Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets
author_facet Simões,Y. S.
Santos,C. F. R.
author_sort Simões,Y. S.
title Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets
title_short Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets
title_full Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets
title_fullStr Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets
title_full_unstemmed Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets
title_sort contribution to the reinforced concrete beams degraded by fire: comparative analysis between structural reinforcement with carbon fibers and steel sheets
description Abstract This article aims to compare two techniques of structural reinforcement, carbon fiber and steel sheets, used for the recovery of reinforced concrete elements degraded by fire. It simulates the deterioration of a beam in a fire situation from a thermal numerical modeling and then the mentioned reinforcements are calculated. The carbon fiber required a smaller area compared to that for the steel sheet, due to its high mechanical resistance. As limitations, it is mentioned that the study is preliminary and involves only a thermal analysis of the beam, not considering the loading and its implications. It is concluded that the carbon fiber presents greater advantages with respect to reinforcement of beams.
publisher Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.
publishDate 2019
url http://www.scielo.org.mx/scielo.php?script=sci_arttext&pid=S2007-68352019000100048
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AT santoscfr contributiontothereinforcedconcretebeamsdegradedbyfirecomparativeanalysisbetweenstructuralreinforcementwithcarbonfibersandsteelsheets
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