Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/5365
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Madenci, Emrah | - |
dc.contributor.author | Özkılıç, Yasin Onuralp | - |
dc.contributor.author | Bahrami, Alireza | - |
dc.contributor.author | Hakem, İbrahim Y. | - |
dc.contributor.author | Aksoylu, Ceyhun | - |
dc.contributor.author | Asyraf, Muhammad Rizal Muhammad | - |
dc.contributor.author | Beskopylny, Alexey N. | - |
dc.date.accessioned | 2024-04-20T13:05:03Z | - |
dc.date.available | 2024-04-20T13:05:03Z | - |
dc.date.issued | 2024 | - |
dc.identifier.issn | 2296-8016 | - |
dc.identifier.uri | https://doi.org/10.3389/fmats.2023.1236266 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/5365 | - |
dc.description.abstract | A novel generation of composite sandwich beams with laminated carbon fiber-reinforced polymer skins and pultruded glass fiber-reinforced polymer core materials was examined for their flexural behavior. The strength and failure mechanisms of the composite sandwich beams in flatwise and edgewise configurations were investigated using three-point static bending tests. These sophisticated composite structures must be designed and used in a variety of sectors, and our research provides vital insights into their performance and failure patterns. In comparison to the reference specimens (FGM-1), the carbon nanotube-reinforced specimens' bending capacity was affected and ranged from -2.5% to 7.75%. The amount of the carbon nanotube addition had a substantial impact on the beams' application level and load-carrying capacity. Particularly, the application of 0.5 wt% additive in the outermost fiber region of the beams, such as in FGM-4, led to an increase in the bending capacity. However, the stiffness values at the maximum load were decreased by 0.3%-18.6% compared to FGM-1, with the minimum level of the decrease in FGM-4. The experimental results were compared with the theoretical calculations based on the high-order shear deformation theory, which yielded an approximation between 11.99% and 12.98% by applying the Navier's solution. | en_US |
dc.description.sponsorship | Deanship of Scientific Research at Najran University [NU/RG/SERC/12/11]; Ministry of Science and Higher Education of the Russian Federation as part of the World-Class Research Center program, Advanced Digital Technologies [075-15-2022-312] | en_US |
dc.description.sponsorship | The authors are thankful to the Deanship of Scientific Research at Najran University for providing support to this research work under the Research Groups Funding program grant code NU/RG/SERC/12/11 and Ministry of Science and Higher Education of the Russian Federation as part of the World-Class Research Center program, Advanced Digital Technologies (Contract No. 075-15-2022-312 dated 20.04.2022). | en_US |
dc.language.iso | en | en_US |
dc.publisher | Frontiers Media Sa | en_US |
dc.relation.ispartof | Frontiers in Materials | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | composite sandwich beam | en_US |
dc.subject | carbon nanotube | en_US |
dc.subject | glass fiber-reinforced polymer | en_US |
dc.subject | carbon fiber-reinforced polymer | en_US |
dc.subject | flexural behavior | en_US |
dc.subject | strength | en_US |
dc.subject | bending capacity | en_US |
dc.subject | stiffness | en_US |
dc.subject | Free-Vibration Analysis | en_US |
dc.subject | Mechanical-Properties | en_US |
dc.subject | Static Analysis | en_US |
dc.subject | Shear | en_US |
dc.subject | Panels | en_US |
dc.subject | Model | en_US |
dc.title | Behavior of functionally graded carbon nanotube reinforced composite sandwich beams with pultruded GFRP core under bending effect | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.3389/fmats.2023.1236266 | - |
dc.identifier.scopus | 2-s2.0-85188246234 | en_US |
dc.department | KTÜN | en_US |
dc.authorid | Shcherban', Evgenii/0000-0001-5376-247X | - |
dc.authorid | Beskopylnyy, Alexey/0000-0002-6173-9365 | - |
dc.authorid | Özkılıç, Yasin Onuralp/0000-0001-9354-4784 | - |
dc.authorid | Asyraf, M. R. M./0000-0001-6471-0528 | - |
dc.authorwosid | Shcherban', Evgenii/AAG-6070-2020 | - |
dc.authorwosid | Beskopylnyy, Alexey/P-1373-2015 | - |
dc.authorwosid | Asyraf, M. R. M./AAT-8632-2020 | - |
dc.authorwosid | Özkılıç, Yasin Onuralp/AAA-9279-2019 | - |
dc.identifier.volume | 10 | en_US |
dc.identifier.wos | WOS:001188359300001 | en_US |
dc.institutionauthor | … | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 57194583422 | - |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 57197657593 | - |
dc.authorscopusid | 14320152600 | - |
dc.authorscopusid | 57193686945 | - |
dc.authorscopusid | 57223116644 | - |
dc.authorscopusid | 57212303470 | - |
item.fulltext | No Fulltext | - |
item.openairetype | Article | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | none | - |
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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