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https://hdl.handle.net/20.500.13091/3706
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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.date.accessioned | 2023-03-03T13:33:37Z | - |
dc.date.available | 2023-03-03T13:33:37Z | - |
dc.date.issued | 2023 | - |
dc.identifier.issn | 1644-9665 | - |
dc.identifier.uri | https://doi.org/10.1007/s43452-022-00576-5 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/3706 | - |
dc.description.abstract | Pultruded Glass Fiber-Reinforced Polymer (pultruded GFRP) composite produced by the pultrusion method has become popular in civil engineering applications due to its lightness, corrosion resistance and high strength. However, the use of the pultruded profile combining with reinforced concrete is still limited due to a lack of knowledge. Therefore, the behavior of the pultruded GFRP profile infilled with reinforced concrete beams (hybrid beams) is investigated. This study focused on the effects of stirrup spacing for the hybrid beams. Pursuant to this goal, a total of eight different beams were tested under four-point loading. One reference beam without the pultruded profile and seven hybrid beams having different stirrup spacings were considered. Moreover, the hybrid beams with and without stirrups were wrapped by unidirectional GFRP composite to investigate the effects of stirrup spacing on shear capacity of the beams strengthened by GFRP composite. The experimental findings revealed that tightening stirrups increased the load and energy dissipation capacities of the hybrid beams; however, it could not prevent brittle failure. On the other hand, wrapping hybrid beams with GFRP composite increased the load and energy dissipation capacities and also prevented brittle failure regardless of the presence of the stirrups. Therefore, it is strongly recommended that the unidirectional pultruded profiles should be strengthened with 90° GFRP wrapping to have ductile behavior. © 2022, Wroclaw University of Science and Technology. | en_US |
dc.description.sponsorship | 201219004 | en_US |
dc.description.sponsorship | This study has been supported by the Department of Scientific Research Projects at Necmettin Erbakan University with the project coded 201219004. The opinions expressed in this paper are those of the authors and do not reflect the views of the sponsor. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Springer Science and Business Media Deutschland GmbH | en_US |
dc.relation.ispartof | Archives of Civil and Mechanical Engineering | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Damage analysis | en_US |
dc.subject | FRP | en_US |
dc.subject | Glass fabric | en_US |
dc.subject | Hybrid beam | en_US |
dc.subject | Pultruded GFRP | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | Stirrups | en_US |
dc.subject | Wrapping | en_US |
dc.subject | Concrete beams and girders | en_US |
dc.subject | Energy dissipation | en_US |
dc.subject | Fiber reinforced plastics | en_US |
dc.subject | Glass | en_US |
dc.subject | Pultrusion | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | Shear flow | en_US |
dc.subject | Damage analysis | en_US |
dc.subject | FRP | en_US |
dc.subject | GFRP composites | en_US |
dc.subject | Glass fabric | en_US |
dc.subject | Hybrid beam | en_US |
dc.subject | Pultruded GFRP | en_US |
dc.subject | Pultruded profiles | en_US |
dc.subject | Stirrup | en_US |
dc.subject | Stirrups spacing | en_US |
dc.subject | Wrapping | en_US |
dc.subject | Corrosion resistance | en_US |
dc.title | Effects of stirrup spacing on shear performance of hybrid composite beams produced by pultruded GFRP profile infilled with reinforced concrete | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1007/s43452-022-00576-5 | - |
dc.identifier.scopus | 2-s2.0-85142837964 | en_US |
dc.department | KTUN | en_US |
dc.identifier.volume | 23 | en_US |
dc.identifier.issue | 1 | en_US |
dc.identifier.wos | WOS:001029808200001 | en_US |
dc.institutionauthor | … | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Eleman | en_US |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 57201784328 | - |
dc.authorscopusid | 57194583422 | - |
dc.authorscopusid | 57193686945 | - |
dc.identifier.scopusquality | Q1 | - |
item.grantfulltext | embargo_20300101 | - |
item.languageiso639-1 | en | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.fulltext | With Fulltext | - |
item.openairetype | Article | - |
item.cerifentitytype | Publications | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections |
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s43452-022-00576-5.pdf Until 2030-01-01 | 4.78 MB | Adobe PDF | View/Open Request a copy |
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