Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP

In this work, short reinforced concrete beams reinforced with carbon fibre fabrics externally bonded with epoxy resins (CFRP) have been tested in three-point bending. Two types of carbon fibers were used: high modulus of elasticity and high strength. The beams have been evaluated analytically with t...

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Detalles Bibliográficos
Autores: González García, María de las Nieves, Prieto Barrio, María Isabel, Cobo Escamilla, Alfonso, Leal Matilla, Alberto
Tipo de recurso: capítulo de libro
Fecha de publicación:2023
País:España
Institución:Consejo General de la Arquitectura Técnica de España (CGATE)
Repositorio:RIARTE
OAI Identifier:oai:www.riarte.es:20.500.12251/3189
Acceso en línea:http://hdl.handle.net/20.500.12251/3189
Access Level:acceso abierto
Palabra clave:Vigas de hormigón
Estructuras de hormigón armado
Refuerzo estructuras
Fibra de refuerzo
Fibra de carbono
Material de construcción
Cálculo estructural
Laminado CFRP
Resistencia mecánica
3305.05 Tecnología del Hormigón
3305.33 Resistencia de Estructuras
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
2211.02 Materiales Compuestos
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spelling Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRPGonzález García, María de las NievesPrieto Barrio, María IsabelCobo Escamilla, AlfonsoLeal Matilla, AlbertoVigas de hormigónEstructuras de hormigón armadoRefuerzo estructurasFibra de refuerzoFibra de carbonoMaterial de construcciónCálculo estructuralLaminado CFRPResistencia mecánica3305.05 Tecnología del Hormigón3305.33 Resistencia de Estructuras3312.08 Propiedades de Los Materiales3312.12 Ensayo de Materiales2211.02 Materiales CompuestosIn this work, short reinforced concrete beams reinforced with carbon fibre fabrics externally bonded with epoxy resins (CFRP) have been tested in three-point bending. Two types of carbon fibers were used: high modulus of elasticity and high strength. The beams have been evaluated analytically with two different procedures: (i) using a tie rod and tierod model, this procedure would be the indicated one since all regions are in D-zones and, (ii) using the usual bending theory, as if all regions were in B zones. The results obtained allow: (i) check the influence of this type of reinforcement on the standard beams; (ii) compare the results obtained with both types of fibers; (iii) compare the results obtained with the two analytical procedures used for the analysis and; (iv) compare the analytical results with the experimental results.Springer Science and Business2023info:eu-repo/semantics/bookParthttp://hdl.handle.net/20.500.12251/3189reponame:RIARTEinstname:Consejo General de la Arquitectura Técnica de España (CGATE)Inglésinfo:eu-repo/semantics/openAccessoai:www.riarte.es:20.500.12251/31892026-06-02T12:44:41Z
dc.title.none.fl_str_mv Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
title Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
spellingShingle Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
González García, María de las Nieves
Vigas de hormigón
Estructuras de hormigón armado
Refuerzo estructuras
Fibra de refuerzo
Fibra de carbono
Material de construcción
Cálculo estructural
Laminado CFRP
Resistencia mecánica
3305.05 Tecnología del Hormigón
3305.33 Resistencia de Estructuras
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
2211.02 Materiales Compuestos
title_short Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
title_full Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
title_fullStr Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
title_full_unstemmed Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
title_sort Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP
dc.creator.none.fl_str_mv González García, María de las Nieves
Prieto Barrio, María Isabel
Cobo Escamilla, Alfonso
Leal Matilla, Alberto
author González García, María de las Nieves
author_facet González García, María de las Nieves
Prieto Barrio, María Isabel
Cobo Escamilla, Alfonso
Leal Matilla, Alberto
author_role author
author2 Prieto Barrio, María Isabel
Cobo Escamilla, Alfonso
Leal Matilla, Alberto
author2_role author
author
author
dc.subject.none.fl_str_mv Vigas de hormigón
Estructuras de hormigón armado
Refuerzo estructuras
Fibra de refuerzo
Fibra de carbono
Material de construcción
Cálculo estructural
Laminado CFRP
Resistencia mecánica
3305.05 Tecnología del Hormigón
3305.33 Resistencia de Estructuras
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
2211.02 Materiales Compuestos
topic Vigas de hormigón
Estructuras de hormigón armado
Refuerzo estructuras
Fibra de refuerzo
Fibra de carbono
Material de construcción
Cálculo estructural
Laminado CFRP
Resistencia mecánica
3305.05 Tecnología del Hormigón
3305.33 Resistencia de Estructuras
3312.08 Propiedades de Los Materiales
3312.12 Ensayo de Materiales
2211.02 Materiales Compuestos
description In this work, short reinforced concrete beams reinforced with carbon fibre fabrics externally bonded with epoxy resins (CFRP) have been tested in three-point bending. Two types of carbon fibers were used: high modulus of elasticity and high strength. The beams have been evaluated analytically with two different procedures: (i) using a tie rod and tierod model, this procedure would be the indicated one since all regions are in D-zones and, (ii) using the usual bending theory, as if all regions were in B zones. The results obtained allow: (i) check the influence of this type of reinforcement on the standard beams; (ii) compare the results obtained with both types of fibers; (iii) compare the results obtained with the two analytical procedures used for the analysis and; (iv) compare the analytical results with the experimental results.
publishDate 2023
dc.date.none.fl_str_mv 2023
dc.type.none.fl_str_mv info:eu-repo/semantics/bookPart
format bookPart
dc.identifier.none.fl_str_mv http://hdl.handle.net/20.500.12251/3189
url http://hdl.handle.net/20.500.12251/3189
dc.language.none.fl_str_mv Inglés
language_invalid_str_mv Inglés
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Springer Science and Business
publisher.none.fl_str_mv Springer Science and Business
dc.source.none.fl_str_mv reponame:RIARTE
instname:Consejo General de la Arquitectura Técnica de España (CGATE)
instname_str Consejo General de la Arquitectura Técnica de España (CGATE)
reponame_str RIARTE
collection RIARTE
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869412258458632192
score 15.198674

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