Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/1376
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dc.contributor.authorKocaturk, Fatih-
dc.contributor.authorToparli, M. Burak-
dc.contributor.authorTanrikulu, Baris-
dc.contributor.authorInce, Umut-
dc.contributor.authorKilicaslan, Cenk-
dc.date.accessioned2023-06-16T14:11:24Z-
dc.date.available2023-06-16T14:11:24Z-
dc.date.issued2020-
dc.identifier.issn2452-3216-
dc.identifier.urihttps://doi.org/10.1016/j.prostr.2020.11.109-
dc.identifier.urihttps://hdl.handle.net/20.500.14365/1376-
dc.description1st European-Structural-Integrity-Society (ESIS) Virtual European Conference on Fracture (ECF) -- JUN 29-JUL 01, 2020 -- ELECTR NETWORKen_US
dc.description.abstractIn this study, an analytical model for calculation of the maximum socket depth of bolts having shaft diameter smaller than socket diameter was introduced. A representative bolt was chosen and maximum socket depth satisfying the minimum ultimate tensile strength was calculated by the developed analytical model. The analytical findings were also compared with numerical simulations for validation. Numerical studies were carried out by using Simufact.forming finite element software. The maximum socket depth estimated by using the developed analytical model was in good agreement with the numerical results. The obtained critical socket depth through the analytical model was 1.4% safer compared to numerical simulation results. Therefore, it was concluded that the developed analytical model could be used to estimate the critical socket depths of bolts having shaft diameter smaller than socket diameter. (C) 2020 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the European Structural Integrity Society (ESIS) ExCoen_US
dc.description.sponsorshipEuropean Struct Integr Socen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartof1St Vırtual European Conference on Fracture - Vecf1en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFracture (mathematical)en_US
dc.subjectFailure criterionen_US
dc.subjectStructural integrityen_US
dc.subjectMechanical testingen_US
dc.subjectFinite element modellingen_US
dc.subjectMetal formingen_US
dc.subjectIndustrial applicationsen_US
dc.titleA new analytical model to estimate maximum internal socket depth of non-reduced strength boltsen_US
dc.typeConference Objecten_US
dc.identifier.doi10.1016/j.prostr.2020.11.109-
dc.identifier.scopus2-s2.0-85099842406en_US
dc.departmentİzmir Ekonomi Üniversitesien_US
dc.authoridKocatürk, Fatih/0000-0001-7387-9907-
dc.authoridTanrikulu, Baris/0000-0001-5441-0118-
dc.authorwosidKocatürk, Fatih/AAS-1047-2021-
dc.authorwosidKILICASLAN, CENK/AAO-4808-2020-
dc.authorwosidKocatürk, Fatih/HJY-6694-2023-
dc.authorscopusid56252519800-
dc.authorscopusid57221697188-
dc.authorscopusid57208409764-
dc.authorscopusid24332062100-
dc.authorscopusid55236629400-
dc.identifier.volume28en_US
dc.identifier.startpage1276en_US
dc.identifier.endpage1285en_US
dc.identifier.wosWOS:000632387500145en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ3-
dc.identifier.wosqualityN/A-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeConference Object-
item.fulltextWith Fulltext-
item.languageiso639-1en-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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