Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/4946
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dc.contributor.authorHakeem, I.Y.-
dc.contributor.authorÖzkiliç, Y.O.-
dc.contributor.authorBahrami, A.-
dc.contributor.authorAksoylu, C.-
dc.contributor.authorMadenci, E.-
dc.contributor.authorAsyraf, M.R.M.-
dc.contributor.authorBeskopylny, A.N.-
dc.date.accessioned2023-12-26T07:52:34Z-
dc.date.available2023-12-26T07:52:34Z-
dc.date.issued2024-
dc.identifier.issn2214-5095-
dc.identifier.urihttps://doi.org/10.1016/j.cscm.2023.e02683-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/4946-
dc.description.abstractThe main goal of this study is to enhance the crashworthiness performance of tubular composites to absorb more energy by optimizing the winding angle of their fibers. The crashworthiness performance of glass fiber-reinforced polymer composite pipes manufactured using the filament winding is investigated in detail. The effects of the winding angle of the fibers and thickness of the tube wall on the energy absorption were examined through quasi-static compression tests. The composite pipes were produced with 1200 tex E-glass fibers and Epikote 828 resin as the matrix material. The winding angles of ± 30°, ± 45°, ± 55°, ± 75°, and ± 90° were evaluated, and the number of the winding layers, ranged from 1 to 3, was also assessed. Quasi-static axial compressive loading was applied to 15 specimens using a hydraulic actuator. The results revealed that the one-layer specimens experienced buckling damage at low load levels, while an increase in the number of the layers led to higher load-carrying capacity and different types of damages. Furthermore, as the number of the layers increased, the load-carrying capacity and energy absorption of the specimens significantly improved. Progressive failure was observed in the specimens [± 90] for all the layers' configurations, with the specimen [± 90]3, having three layers, exhibiting the highest performance in terms of the load-carrying capacity and energy absorption. The failure modes indicated a combination of the fibers' separation, buckling, diagonal shear failure, and crushing in the upper and lower heads. © 2023 The Authorsen_US
dc.description.sponsorship075-15-2022-312, 20/04/2022; Ministry of Education and Science of the Russian Federation, Minobrnauka; Najran University, NU: NU/NRP/SERC/12/49en_US
dc.description.sponsorshipThe authors are thankful to the Deanship of Scientific Research at Najran University for funding this work under the Research Priorities and Najran Research funding program grant code NU/NRP/SERC/12/49 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.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofCase Studies in Construction Materialsen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBuckling damageen_US
dc.subjectCrashworthiness performanceen_US
dc.subjectEnergy absorptionen_US
dc.subjectFilament windingen_US
dc.subjectGlass fiber-reinforced polymeren_US
dc.subjectLoad-carrying capacityen_US
dc.subjectTubular compositeen_US
dc.subjectBridge decksen_US]
dc.subjectBucklingen_US]
dc.subjectCompression testingen_US]
dc.subjectCrashworthinessen_US]
dc.subjectCylinders (shapes)en_US]
dc.subjectFiber reinforced plasticsen_US]
dc.subjectFilament windingen_US]
dc.subjectGlass fibersen_US]
dc.subjectLoad limitsen_US]
dc.subjectLoads (forces)en_US]
dc.subjectBuckling damageen_US]
dc.subjectComposite pipeen_US]
dc.subjectCrashworthiness performanceen_US]
dc.subjectFilament wounden_US]
dc.subjectGFRP compositesen_US]
dc.subjectGlassfiber reinforced polymers (GFRP)en_US]
dc.subjectPerformanceen_US]
dc.subjectTubular compositesen_US]
dc.subjectWinding angleen_US]
dc.subjectWinding numberen_US]
dc.subjectEnergy absorptionen_US]
dc.titleCrashworthiness performance of filament wound GFRP composite pipes depending on winding angle and number of layersen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.cscm.2023.e02683-
dc.identifier.scopus2-s2.0-85178361657en_US
dc.departmentKTÜNen_US
dc.identifier.volume20en_US
dc.identifier.wosWOS:001132030100001en_US
dc.institutionauthor-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid14320152600-
dc.authorscopusid57203961386-
dc.authorscopusid57197657593-
dc.authorscopusid57193686945-
dc.authorscopusid57194583422-
dc.authorscopusid57205295733-
dc.authorscopusid57212303470-
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
crisitem.author.dept02.02. 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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