Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/4644
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Özkılıç, Y.O. | - |
dc.contributor.author | Gemi, L. | - |
dc.contributor.author | Madenci, E. | - |
dc.contributor.author | Aksoylu, C. | - |
dc.contributor.author | Kalkan, İ. | - |
dc.date.accessioned | 2023-10-02T11:17:36Z | - |
dc.date.available | 2023-10-02T11:17:36Z | - |
dc.date.issued | 2022 | - |
dc.identifier.issn | 1229-9367 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/4644 | - |
dc.description.abstract | The need for establishing the contribution of pultruded FRP encasements and additional FRP wraps around these encasements to the shear strength and load-deflection behavior of reinforced concrete beams is the main motivation of the present study. This paper primarily focuses on the effect of additional wrapping around the composite beam on the flexural and shear behavior of the pultruded GFRP (Glass Fiber Reinforced Polymer) beams infilled with reinforced concrete, taking into account different types of failure according to av/H ratio (arch action, shear-tension, shear-compression and pure bending). For this purpose, nine hybrid beams with variable shear span-to-depth ratio (av/H) were tested. Hybrid beams with 500 mm, 1000 mm, and 1500 mm lengths and cross-sections of 150x100 mm and 100x100 mm were tested under three-point and four-point loading. Based on the testing load-displacement relationship, ductility ratio, energy dissipation capacity of the beams were evaluated with comprehensive macro damage analysis on pultruded GFRP profile and GFRP wrapping. The GFRP wraps were established to have a major contribution to the composite beam ductility (90-125%) and strength (40-75%) in all ranges of beam behavior (shear-dominated or dominated by the coupling of shear and flexure). The composite beams with wraps were showns to reach ductilities and strength values of their counterparts with much greater beam depth. Copyright © 2022 Techno-Press, Ltd. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Techno-Press | en_US |
dc.relation.ispartof | Steel and Composite Structures | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | composite; GFRP wrapping; hybrid beam; pultruded GFRP; reinforced concrete | en_US |
dc.subject | Arch bridges; Bending (forming); Composite beams and girders; Concrete beams and girders; Ductility; Energy dissipation; Fiber reinforced plastics; Shear flow; Bending behaviour; Composite beam; Glass fiber reinforced polymer wrapping; Glassfiber reinforced polymers (GFRP); Hybrid beam; Polymer wrapping; Pultruded glass fiber reinforced polymer; R.C beams; Shear behaviour; Reinforced concrete | en_US |
dc.title | Effect of the GFRP wrapping on the shear and bending Behavior of RC beams with GFRP encasement [2] | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.12989/scs.2022.45.2.193 | - |
dc.identifier.scopus | 2-s2.0-85168408421 | en_US |
dc.department | KTÜN | en_US |
dc.identifier.volume | 45 | en_US |
dc.identifier.issue | 2 | en_US |
dc.identifier.startpage | 193 | en_US |
dc.identifier.endpage | 204 | en_US |
dc.institutionauthor | … | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 57201784328 | - |
dc.authorscopusid | 57194583422 | - |
dc.authorscopusid | 57193686945 | - |
dc.authorscopusid | 51565469100 | - |
dc.identifier.scopusquality | Q1 | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | none | - |
item.languageiso639-1 | en | - |
item.openairetype | Article | - |
item.fulltext | No Fulltext | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections |
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