Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/3680
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dc.contributor.authorMadenci, Emrah-
dc.contributor.authorÖzkılıç, Yasin Onuralp-
dc.contributor.authorAksoylu, Ceyhun-
dc.contributor.authorSafonov, Alexander-
dc.date.accessioned2023-03-03T13:32:25Z-
dc.date.available2023-03-03T13:32:25Z-
dc.date.issued2022-
dc.identifier.issn2073-4360-
dc.identifier.urihttps://doi.org/10.3390/polym14214567-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/3680-
dc.description.abstractPultruded fiber-reinforced polymer (PFRP) profiles have started to find widespread use in the structure industry. The position of the web openings on these elements, which are especially exposed to axial pressure force, causes a change in the behavior. In this study, a total of 21 pultruded box profiles were tested under vertical loads and some of them were strengthened with carbon-FRP (CFRP) and glass-FRP (GFRP). The location, number and reinforcement type of the web openings on the profiles were taken into account as parameters. As a result of the axial test, it was understood that when a hole with a certain diameter is to be drilled on the profile, its position and number are very important. The height-centered openings in the middle of the web had the least effect on the reduction in the load-carrying capacity and the stability of the profile. In addition, it has been determined that the web openings away from the center and especially the eccentric opening significantly reduces the load carrying capacity. Furthermore, when double holes were drilled close to each other, a significant decrease in the capacity was observed and strengthening had the least effect on these specimens. It was also determined that the specimens reinforced with carbon FRP contribute more to the load-carrying capacity than GFRP.en_US
dc.language.isoenen_US
dc.publisherMDPIen_US
dc.relation.ispartofPolymersen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectweb openingsen_US
dc.subjectcomposite materialsen_US
dc.subjectEBR methoden_US
dc.subjectfiber-reinforced materialsen_US
dc.subjectcompressiveen_US
dc.subjectpultruded GFRPen_US
dc.subjectFRP wrappingen_US
dc.subjectReinforced-Concrete Beamsen_US
dc.subjectStructural Behavioren_US
dc.subjectCompositesen_US
dc.subjectSectionsen_US
dc.subjectCivilen_US
dc.subjectStripen_US
dc.titleThe Effects of Eccentric Web Openings on the Compressive Performance of Pultruded GFRP Boxes Wrapped with GFRP and CFRP Sheetsen_US
dc.typeArticleen_US
dc.identifier.doi10.3390/polym14214567-
dc.identifier.pmid36365561en_US
dc.identifier.scopus2-s2.0-85141840603en_US
dc.departmentKTÜNen_US
dc.authoridMadenci, Emrah/0000-0001-8279-9466-
dc.authoridÖzkılıç, Yasin Onuralp/0000-0001-9354-4784-
dc.authoridAksoylu, Ceyhun/0000-0002-1574-4251-
dc.authoridSafonov, Alexander/0000-0002-5031-9058-
dc.authorwosidMadenci, Emrah/ABD-1971-2020-
dc.authorwosidÖzkılıç, Yasin Onuralp/AAA-9279-2019-
dc.identifier.volume14en_US
dc.identifier.issue21en_US
dc.identifier.wosWOS:000883582800001en_US
dc.institutionauthor-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanen_US
dc.authorscopusid57194583422-
dc.authorscopusid57203961386-
dc.authorscopusid57193686945-
dc.authorscopusid57198197819-
dc.identifier.scopusqualityQ1-
item.languageiso639-1en-
item.fulltextWith Fulltext-
item.cerifentitytypePublications-
item.openairetypeArticle-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:PubMed İndeksli Yayınlar Koleksiyonu / PubMed Indexed Publications Collections
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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