Experimental Investigation and Analytical Verification of Buckling of Functionally Graded Carbon Nanotube-Reinforced Sandwich Beams
| dc.contributor.author | Madenci, E. | |
| dc.contributor.author | Özkılıç, Y.O. | |
| dc.contributor.author | Bahrami, A. | |
| dc.contributor.author | Aksoylu, C. | |
| dc.contributor.author | Asyraf, M.R.M. | |
| dc.contributor.author | Hakeem, I.Y. | |
| dc.contributor.author | Beskopylny, A.N. | |
| dc.date.accessioned | 2024-06-01T08:58:14Z | |
| dc.date.available | 2024-06-01T08:58:14Z | |
| dc.date.issued | 2024 | |
| dc.description.abstract | Carbon nanotube (CNT) reinforcement can lead to a new way to enhance the properties of composites by transforming the reinforcement phases into nanoscale fillers. In this study, the buckling response of functionally graded CNT-reinforced composite (FG-CNTRC) sandwich beams was investigated experimentally and analytically. The top and bottom plates of the sandwich beams were composed of carbon fiber laminated composite layers and hard core. The hard core was made of a pultruded glass fiber-reinforced polymer (GFRP) profile. The layers of FG-CNTRC surfaces were reinforced with different proportions of CNT. The reference sample was made of only a pultruded GFRP profile. In the study, the reference sample and four samples with CNT were tested under compression. The largest buckling load difference between the reference sample and the sample with CNT was 37.7%. The difference between the analytical calculation results and experimental results was obtained with an approximation of 0.49%–4.92%. Finally, the buckling, debonding, interlaminar cracks, and fiber breakage were observed in the samples. © 2024 The Authors | en_US |
| dc.description.sponsorship | Ministry of Education and Science of the Russian Federation, Minobrnauka; Najran University, NU: NU/RG/SERC/12/11; Najran University, NU; 075-15-2022-312 | en_US |
| dc.identifier.doi | 10.1016/j.heliyon.2024.e28388 | |
| dc.identifier.issn | 2405-8440 | |
| dc.identifier.scopus | 2-s2.0-85189987346 | |
| dc.identifier.uri | https://doi.org/10.1016/j.heliyon.2024.e28388 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.13091/5620 | |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier Ltd | en_US |
| dc.relation.ispartof | Heliyon | en_US |
| dc.rights | info:eu-repo/semantics/openAccess | en_US |
| dc.subject | Buckling | en_US |
| dc.subject | Carbon fiber-reinforced polymer | en_US |
| dc.subject | Carbon nanotube | en_US |
| dc.subject | Composite sandwich beam | en_US |
| dc.subject | Flexural behavior | en_US |
| dc.subject | Glass fiber-reinforced polymer | en_US |
| dc.subject | Stiffness | en_US |
| dc.subject | Strength | en_US |
| dc.title | Experimental Investigation and Analytical Verification of Buckling of Functionally Graded Carbon Nanotube-Reinforced Sandwich Beams | en_US |
| dc.type | Article | en_US |
| dspace.entity.type | Publication | |
| gdc.author.institutional | Madenci, E. | |
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| gdc.description.department | KTÜN | en_US |
| gdc.description.departmenttemp | Madenci, E., Department of Civil Engineering, Necmettin Erbakan University, Konya, 42090, Turkey | en_US |
| gdc.description.departmenttemp | Özkılıç, Y.O., Department of Civil Engineering, Necmettin Erbakan University, Konya, 42090, Turkey, Department of Civil Engineering, Lebanese American University, Byblos, Lebanon, World Class Research Center, Advanced Digital Technologies, State Marine Technical University, Saint Petersburg, 190121, Russian Federation | en_US |
| gdc.description.departmenttemp | Bahrami, A., Department of Building Engineering, Energy Systems and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, Gävle, 801 76, Sweden | en_US |
| gdc.description.departmenttemp | Aksoylu, C., Department of Civil Engineering, Konya Technical University, Konya, 42250, Turkey | en_US |
| gdc.description.departmenttemp | Asyraf, M.R.M., Engineering Design Research Group, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, Johor, Johor Bahru, 81310, Malaysia | en_US |
| gdc.description.departmenttemp | Hakeem, I.Y., Department of Civil Engineering, College of Engineering, Najran University, Najran, Saudi Arabia | en_US |
| gdc.description.departmenttemp | Beskopylny, A.N., Department of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, Rostov-on-Don, 344003, Russian Federation | en_US |
| gdc.description.departmenttemp | Stel'makh, S.A., Department of Unique Buildings and Constructions Engineering, Don State Technical University, Gaga | en_US |
| gdc.description.departmenttemp | Madenci, E., Department of Civil Engineering, Necmettin Erbakan University, Konya, 42090, Turkey | en_US |
| gdc.description.departmenttemp | Özkılıç, Y.O., Department of Civil Engineering, Necmettin Erbakan University, Konya, 42090, Turkey, Department of Civil Engineering, Lebanese American University, Byblos, Lebanon, World Class Research Center, Advanced Digital Technologies, State Marine Technical University, Saint Petersburg, 190121, Russian Federation | en_US |
| gdc.description.departmenttemp | Bahrami, A., Department of Building Engineering, Energy Systems and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, Gävle, 801 76, Sweden | en_US |
| gdc.description.departmenttemp | Aksoylu, C., Department of Civil Engineering, Konya Technical University, Konya, 42250, Turkey | en_US |
| gdc.description.departmenttemp | Asyraf, M.R.M., Engineering Design Research Group, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, Johor, Johor Bahru, 81310, Malaysia | en_US |
| gdc.description.departmenttemp | Hakeem, I.Y., Department of Civil Engineering, College of Engineering, Najran University, Najran, Saudi Arabia | en_US |
| gdc.description.departmenttemp | Beskopylny, A.N., Department of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, Rostov-on-Don, 344003, Russian Federation | en_US |
| gdc.description.departmenttemp | Stel'makh, S.A., Department of Unique Buildings and Constructions Engineering, Don State Technical University, Gaga | en_US |
| gdc.description.issue | 8 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
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| gdc.description.startpage | e28388 | |
| gdc.description.volume | 10 | en_US |
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| gdc.oaire.keywords | Composite material | |
| gdc.oaire.keywords | Science (General) | |
| gdc.oaire.keywords | Materials Science | |
| gdc.oaire.keywords | Functionally Graded Beams | |
| gdc.oaire.keywords | Structural engineering | |
| gdc.oaire.keywords | Fiber-Reinforced Polymer Composites | |
| gdc.oaire.keywords | Core (optical fiber) | |
| gdc.oaire.keywords | Modeling and Analysis of Functionally Graded Plates | |
| gdc.oaire.keywords | Civil Engineering | |
| gdc.oaire.keywords | Samhällsbyggnadsteknik | |
| gdc.oaire.keywords | Fiber-Reinforced Polymer Composites in Construction | |
| gdc.oaire.keywords | Carbon nanotube | |
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| gdc.oaire.keywords | Engineering | |
| gdc.oaire.keywords | Materials Chemistry | |
| gdc.oaire.keywords | Pultrusion | |
| gdc.oaire.keywords | Carbon fiber-reinforced polymer | |
| gdc.oaire.keywords | H1-99 | |
| gdc.oaire.keywords | Buckling | |
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| gdc.oaire.keywords | Building and Construction | |
| gdc.oaire.keywords | Concrete Strengthening | |
| gdc.oaire.keywords | 540 | |
| gdc.oaire.keywords | Composite sandwich beam | |
| gdc.oaire.keywords | Glass fiber-reinforced polymer | |
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| gdc.oaire.keywords | Breakage | |
| gdc.oaire.keywords | 620 | |
| gdc.oaire.keywords | Reinforcement | |
| gdc.oaire.keywords | Social sciences (General) | |
| gdc.oaire.keywords | Carbon Nanotube Reinforcement | |
| gdc.oaire.keywords | Mechanics of Materials | |
| gdc.oaire.keywords | Physical Sciences | |
| gdc.oaire.keywords | Fibre-reinforced plastic | |
| gdc.oaire.keywords | Functionally Graded Materials | |
| gdc.oaire.keywords | Flexural behavior | |
| gdc.oaire.keywords | Strength | |
| gdc.oaire.keywords | Nonlocal Continuum Mechanics in Nanoscale Materials | |
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