Damaged RC beams strengthened with near surface mounted technique using fiber reinforced polymers

Strengthening reinforced concrete (RC) structures with fiber-reinforced polymer (FRP) composites is becoming an attractive alternative for repairing of damaged structures. In the case of reinforced concrete beams, reinforcement with FRP enhances the flexural capacity and shear strength. FRP strength...

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Autores principales: Rougier, Viviana Carolina, Escalante, Mario Raúl, González, Federico Alejandro, Denardi, Miqueas Ceferino
Formato: Documento de conferencia acceptedVersion
Lenguaje:Inglés
Publicado: 2021
Materias:
Acceso en línea:http://hdl.handle.net/20.500.12272/4856
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id I68-R174-20.500.12272-4856
record_format dspace
institution Universidad Tecnológica Nacional
institution_str I-68
repository_str R-174
collection RIA - Repositorio Institucional Abierto (UTN)
language Inglés
topic Fiber reinforced polymer
Span deflection
Damaged structures
Reinforced concrete beams
Concrete beams
spellingShingle Fiber reinforced polymer
Span deflection
Damaged structures
Reinforced concrete beams
Concrete beams
Rougier, Viviana Carolina
Escalante, Mario Raúl
González, Federico Alejandro
Denardi, Miqueas Ceferino
Damaged RC beams strengthened with near surface mounted technique using fiber reinforced polymers
topic_facet Fiber reinforced polymer
Span deflection
Damaged structures
Reinforced concrete beams
Concrete beams
description Strengthening reinforced concrete (RC) structures with fiber-reinforced polymer (FRP) composites is becoming an attractive alternative for repairing of damaged structures. In the case of reinforced concrete beams, reinforcement with FRP enhances the flexural capacity and shear strength. FRP strengthening can be applied as externally bonded FRP laminates or near surface mounted (NSM) FRP rods. The flexural behavior of damaged reinforced concrete beams repaired with NSM technique using glass fiber reinforced polymer (GFRP) bars is experimental studied in this work. Two set of beams were tested: control beams (without GFRP bars) and damaged and then repaired beams with GFRP bars by varying two parameters (damage degree and concrete strength class). Repairing damaged RC beams with NSM technique was successful for the two different damage degrees. A recovery and a significant increase of load capacity were obtained. The compressive strength of the concrete did not have influence on the results
format Documento de conferencia
acceptedVersion
author Rougier, Viviana Carolina
Escalante, Mario Raúl
González, Federico Alejandro
Denardi, Miqueas Ceferino
author_facet Rougier, Viviana Carolina
Escalante, Mario Raúl
González, Federico Alejandro
Denardi, Miqueas Ceferino
author_sort Rougier, Viviana Carolina
title Damaged RC beams strengthened with near surface mounted technique using fiber reinforced polymers
title_short Damaged RC beams strengthened with near surface mounted technique using fiber reinforced polymers
title_full Damaged RC beams strengthened with near surface mounted technique using fiber reinforced polymers
title_fullStr Damaged RC beams strengthened with near surface mounted technique using fiber reinforced polymers
title_full_unstemmed Damaged RC beams strengthened with near surface mounted technique using fiber reinforced polymers
title_sort damaged rc beams strengthened with near surface mounted technique using fiber reinforced polymers
publishDate 2021
url http://hdl.handle.net/20.500.12272/4856
work_keys_str_mv AT rougiervivianacarolina damagedrcbeamsstrengthenedwithnearsurfacemountedtechniqueusingfiberreinforcedpolymers
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AT gonzalezfedericoalejandro damagedrcbeamsstrengthenedwithnearsurfacemountedtechniqueusingfiberreinforcedpolymers
AT denardimiqueasceferino damagedrcbeamsstrengthenedwithnearsurfacemountedtechniqueusingfiberreinforcedpolymers
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