Flexural behavior of concrete beams with steel bar and FRP reinforcement

The purpose of this paper is to investigate the flexural behaviour of concrete beams with deformed steel bars and FRP bars for reinforcement. From experimental and analytical works, stiffness, crack, strength, and deflection behaviour was analysed and compared with ACI318 and ACI440. There were six...

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Main Authors: Seongeun Kim, Seunghun Kim
Format: Article
Language:English
Published: Taylor & Francis Group 2019-03-01
Series:Journal of Asian Architecture and Building Engineering
Subjects:
Online Access:http://dx.doi.org/10.1080/13467581.2019.1596814
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author Seongeun Kim
Seunghun Kim
author_facet Seongeun Kim
Seunghun Kim
author_sort Seongeun Kim
collection DOAJ
description The purpose of this paper is to investigate the flexural behaviour of concrete beams with deformed steel bars and FRP bars for reinforcement. From experimental and analytical works, stiffness, crack, strength, and deflection behaviour was analysed and compared with ACI318 and ACI440. There were six specimens, which were tested by the variables of reinforcement combination (steel-steel, steel-GFRP, steel-CFRP) and concrete strength (40 MPa, 60 MPa). Test results showed that specimens with steel-FRP reinforcements had two times higher strength than the specimens with steel-steel reinforcements and that deflection of specimens was similar. Nominal flexural strengths of specimens by ACI318 and ACI440 were 113 ~ 142% of flexural strengths by the test. From finite element analysis, the reliability of the analysis was demonstrated by comparison between appropriate analysis model and test results.
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spelling doaj.art-693520b92275476693d034b0c4c6c0cd2023-08-03T09:07:49ZengTaylor & Francis GroupJournal of Asian Architecture and Building Engineering1347-28522019-03-01182899710.1080/13467581.2019.15968141596814Flexural behavior of concrete beams with steel bar and FRP reinforcementSeongeun Kim0Seunghun Kim1Hanbat National UniversityHanbat National UniversityThe purpose of this paper is to investigate the flexural behaviour of concrete beams with deformed steel bars and FRP bars for reinforcement. From experimental and analytical works, stiffness, crack, strength, and deflection behaviour was analysed and compared with ACI318 and ACI440. There were six specimens, which were tested by the variables of reinforcement combination (steel-steel, steel-GFRP, steel-CFRP) and concrete strength (40 MPa, 60 MPa). Test results showed that specimens with steel-FRP reinforcements had two times higher strength than the specimens with steel-steel reinforcements and that deflection of specimens was similar. Nominal flexural strengths of specimens by ACI318 and ACI440 were 113 ~ 142% of flexural strengths by the test. From finite element analysis, the reliability of the analysis was demonstrated by comparison between appropriate analysis model and test results.http://dx.doi.org/10.1080/13467581.2019.1596814frp reinforcementreinforced concreteflexural strengthdeflectionfea
spellingShingle Seongeun Kim
Seunghun Kim
Flexural behavior of concrete beams with steel bar and FRP reinforcement
Journal of Asian Architecture and Building Engineering
frp reinforcement
reinforced concrete
flexural strength
deflection
fea
title Flexural behavior of concrete beams with steel bar and FRP reinforcement
title_full Flexural behavior of concrete beams with steel bar and FRP reinforcement
title_fullStr Flexural behavior of concrete beams with steel bar and FRP reinforcement
title_full_unstemmed Flexural behavior of concrete beams with steel bar and FRP reinforcement
title_short Flexural behavior of concrete beams with steel bar and FRP reinforcement
title_sort flexural behavior of concrete beams with steel bar and frp reinforcement
topic frp reinforcement
reinforced concrete
flexural strength
deflection
fea
url http://dx.doi.org/10.1080/13467581.2019.1596814
work_keys_str_mv AT seongeunkim flexuralbehaviorofconcretebeamswithsteelbarandfrpreinforcement
AT seunghunkim flexuralbehaviorofconcretebeamswithsteelbarandfrpreinforcement