Flexural Performance of Concrete Beams Reinforced with Epoxy Resin/Glass and Carbon Fibers Composites

Factors such as project and execution errors, lack of maintenance and inspection, and increases in loading can cause deficiencies to reinforced concrete structures. In this regard, there is the necessity of the application of structural reinforcement systems. This manuscript aims at the structural c...

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Published inMaterials research (São Carlos, São Paulo, Brazil) Vol. 24; no. 6; p. 1
Main Authors Braga, Tiago Teixeira da Silva, Andrade, Nathan Pereira de, Terni, Antônio Wanderley, Silveira, Daniel Cônsoli, Botelho, Edson Cocchieri
Format Journal Article
LanguageEnglish
Portuguese
Published Sao Carlos Universidade Federal do Sao Carlos, Departamento de Engenharia de Materiais 01.01.2021
ABM, ABC, ABPol
Associação Brasileira de Metalurgia e Materiais (ABM); Associação Brasileira de Cerâmica (ABC); Associação Brasileira de Polímeros (ABPol)
Subjects
Addition polymerization
Carbon fiber reinforced plastics
carbon fiber/epoxy laminate
Carbon fibers
Composite materials
Concrete
Concrete structures
ENGINEERING, CHEMICAL
Epoxy resins
glass fiber/epoxy laminate
Inspection
MATERIALS SCIENCE, MULTIDISCIPLINARY
METALLURGY & METALLURGICAL ENGINEERING
Polymer composite
Polymer matrix composites
Reinforced concrete
Reinforcement
Reinforcing steels
steel reinforced concrete
structural reinforcement
structural reinforcement
carbon fiber/epoxy laminate
steel reinforced concrete
Polymer composite
glass fiber/epoxy laminate
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Abstract Factors such as project and execution errors, lack of maintenance and inspection, and increases in loading can cause deficiencies to reinforced concrete structures. In this regard, there is the necessity of the application of structural reinforcement systems. This manuscript aims at the structural capacity analyses involving the bending of steel-reinforced concrete beams with additional reinforcement of polymer composites using glass and carbon fibers, and its comparison with regular reinforced concrete beams. Steel-reinforced concrete, polymeric composite, and hybrid beams (steel-reinforced concrete and polymeric composite combined) were submitted to the four-points bending test. Experimental and calculated results for the dimensioning of the beams were compared, allowing the validation of the calculation method and its implementation. It was possible to notice both the efficiency of the composite material applied as reinforcement, as well as the efficiency of the calculation models applied in this work.
AbstractList Factors such as project and execution errors, lack of maintenance and inspection, and increases in loading can cause deficiencies to reinforced concrete structures. In this regard, there is the necessity of the application of structural reinforcement systems. This manuscript aims at the structural capacity analyses involving the bending of steel-reinforced concrete beams with additional reinforcement of polymer composites using glass and carbon fibers, and its comparison with regular reinforced concrete beams. Steel-reinforced concrete, polymeric composite, and hybrid beams (steel-reinforced concrete and polymeric composite combined) were submitted to the four-points bending test. Experimental and calculated results for the dimensioning of the beams were compared, allowing the validation of the calculation method and its implementation. It was possible to notice both the efficiency of the composite material applied as reinforcement, as well as the efficiency of the calculation models applied in this work.
Abstract Factors such as project and execution errors, lack of maintenance and inspection, and increases in loading can cause deficiencies to reinforced concrete structures. In this regard, there is the necessity of the application of structural reinforcement systems. This manuscript aims at the structural capacity analyses involving the bending of steel-reinforced concrete beams with additional reinforcement of polymer composites using glass and carbon fibers, and its comparison with regular reinforced concrete beams. Steel-reinforced concrete, polymeric composite, and hybrid beams (steel-reinforced concrete and polymeric composite combined) were submitted to the four-points bending test. Experimental and calculated results for the dimensioning of the beams were compared, allowing the validation of the calculation method and its implementation. It was possible to notice both the efficiency of the composite material applied as reinforcement, as well as the efficiency of the calculation models applied in this work.
Author Botelho, Edson Cocchieri
Terni, Antônio Wanderley
Silveira, Daniel Cônsoli
Andrade, Nathan Pereira de
Braga, Tiago Teixeira da Silva
AuthorAffiliation Universidade Estadual Paulista
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  givenname: Tiago Teixeira da Silva
  surname: Braga
  fullname: Braga, Tiago Teixeira da Silva
  organization: Universidade Estadual Paulista, Brasil
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  givenname: Nathan Pereira de
  surname: Andrade
  fullname: Andrade, Nathan Pereira de
  organization: Universidade Estadual Paulista, Brasil
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  givenname: Antônio Wanderley
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  fullname: Terni, Antônio Wanderley
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Issue 6
Keywords structural reinforcement
carbon fiber/epoxy laminate
steel reinforced concrete
Polymer composite
glass fiber/epoxy laminate
Language English
Portuguese
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Snippet Factors such as project and execution errors, lack of maintenance and inspection, and increases in loading can cause deficiencies to reinforced concrete...
Abstract Factors such as project and execution errors, lack of maintenance and inspection, and increases in loading can cause deficiencies to reinforced...
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SubjectTerms Addition polymerization
Carbon fiber reinforced plastics
carbon fiber/epoxy laminate
Carbon fibers
Composite materials
Concrete
Concrete structures
ENGINEERING, CHEMICAL
Epoxy resins
glass fiber/epoxy laminate
Inspection
MATERIALS SCIENCE, MULTIDISCIPLINARY
METALLURGY & METALLURGICAL ENGINEERING
Polymer composite
Polymer matrix composites
Reinforced concrete
Reinforcement
Reinforcing steels
steel reinforced concrete
structural reinforcement
Title Flexural Performance of Concrete Beams Reinforced with Epoxy Resin/Glass and Carbon Fibers Composites
URI https://www.proquest.com/docview/2574461224/abstract/
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https://doaj.org/article/35ccbc16d39940d087b01d717d742016
Volume 24
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