Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/3189
Full metadata record
DC FieldValueLanguage
dc.contributor.authorYIlmaz, Tolga-
dc.contributor.authorAkyüz, Uğurhan-
dc.date.accessioned2022-11-28T16:54:46Z-
dc.date.available2022-11-28T16:54:46Z-
dc.date.issued2022-
dc.identifier.issn2630-5712-
dc.identifier.urihttps://doi.org/10.31796/ogummf.1100141-
dc.identifier.urihttps://doi.org/10.31796/ogummf.1100141-
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/1118499-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/3189-
dc.description.abstractThere has been increasing concern about the fire-resistant design of reinforced concrete tunnel lines among structural engineers due to the fire incidents that occurred recently. A limited number of experimental works focused on the fire behavior of the conventional reinforced concrete (RC) and hybrid fiber reinforced concrete (HFRC) tunnel segments have been presented in the literature. However, there is no comprehensive numerical study related to RC shield tunnel segments under the effect of elevated temperature. Thus, this study intends to establish a 3D finite element model (FEM) for the evaluation of the fire behavior of RC shield tunnel segments. At the first stage of the presented FEM, the temperature distribution that occurred in the RC tunnel segment was evaluated with a heat transfer analysis carried out. In the second stage, the stress analysis was conducted to calculate the load-displacement behavior of the RC tunnel segment under the combined effect of the gravity load and the elevated temperature. The results obtained from the FEM were compared with an experimental work existing in the literature. The fact that numerical analysis is compatible with experimental results proves that the presented FEM can be used in the determination of the behavior of RC shield tunnel segments subjected to elevated temperature.en_US
dc.language.isoenen_US
dc.relation.ispartofEskişehir Osmangazi Üniversitesi mühendislik ve mimarlık fakültesi dergisi (online)en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectTunnel segmentsen_US
dc.subjectFinite element methoden_US
dc.subjectElevated temperatureen_US
dc.titleNUMERICAL INVESTIGATION OF RC TUNNEL SEGMENTS SUBJECTED TO ELEVATED TEMPERATURE VIA FEMen_US
dc.typeArticleen_US
dc.identifier.doi10.31796/ogummf.1100141-
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume30en_US
dc.identifier.issue2en_US
dc.identifier.startpage289en_US
dc.identifier.endpage299en_US
dc.institutionauthorYilmaz, Tolga-
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.trdizinid1118499en_US
item.openairetypeArticle-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
TR Dizin İndeksli Yayınlar Koleksiyonu / TR Dizin Indexed Publications Collections
Files in This Item:
File SizeFormat 
10.31796-ogummf.1100141-2360511.pdf1.17 MBAdobe PDFView/Open
Show simple item record



CORE Recommender

Page view(s)

60
checked on Mar 25, 2024

Download(s)

38
checked on Mar 25, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.