A New Analytical Model To Estimate Maximum Internal Socket Depth of Non-Reduced Strength Bolts

dc.contributor.author Kocaturk, Fatih
dc.contributor.author Toparli, M. Burak
dc.contributor.author Tanrikulu, Baris
dc.contributor.author Ince, Umut
dc.contributor.author Kilicaslan, Cenk
dc.date.accessioned 2023-06-16T14:11:24Z
dc.date.available 2023-06-16T14:11:24Z
dc.date.issued 2020
dc.description 1st European-Structural-Integrity-Society (ESIS) Virtual European Conference on Fracture (ECF) -- JUN 29-JUL 01, 2020 -- ELECTR NETWORK en_US
dc.description.abstract In 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) ExCo en_US
dc.description.sponsorship European Struct Integr Soc en_US
dc.identifier.doi 10.1016/j.prostr.2020.11.109
dc.identifier.issn 2452-3216
dc.identifier.scopus 2-s2.0-85099842406
dc.identifier.uri https://doi.org/10.1016/j.prostr.2020.11.109
dc.identifier.uri https://hdl.handle.net/20.500.14365/1376
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.relation.ispartof 1St Vırtual European Conference on Fracture - Vecf1 en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Fracture (mathematical) en_US
dc.subject Failure criterion en_US
dc.subject Structural integrity en_US
dc.subject Mechanical testing en_US
dc.subject Finite element modelling en_US
dc.subject Metal forming en_US
dc.subject Industrial applications en_US
dc.title A New Analytical Model To Estimate Maximum Internal Socket Depth of Non-Reduced Strength Bolts en_US
dc.type Conference Object en_US
dspace.entity.type Publication
gdc.author.id Kocatürk, Fatih/0000-0001-7387-9907
gdc.author.id Tanrikulu, Baris/0000-0001-5441-0118
gdc.author.scopusid 56252519800
gdc.author.scopusid 57221697188
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gdc.author.scopusid 24332062100
gdc.author.scopusid 55236629400
gdc.author.wosid Kocatürk, Fatih/AAS-1047-2021
gdc.author.wosid KILICASLAN, CENK/AAO-4808-2020
gdc.author.wosid Kocatürk, Fatih/HJY-6694-2023
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gdc.coar.access open access
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gdc.description.department İzmir Ekonomi Üniversitesi en_US
gdc.description.departmenttemp [Kocaturk, Fatih; Toparli, M. Burak; Tanrikulu, Baris; Ince, Umut; Kilicaslan, Cenk] Norm Civata San & Tic AS, Norm Civata R&D Ctr, AOSB, Izmir, Turkey; [Kocaturk, Fatih] Izmir Univ Econ, Grad Sch, Appl Math & Stat, Izmir, Turkey; [Tanrikulu, Baris] Dokuz Eylul Univ, Grad Sch Nat & Appl Sci, Izmir, Turkey en_US
gdc.description.endpage 1285 en_US
gdc.description.publicationcategory Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q4
gdc.description.startpage 1276 en_US
gdc.description.volume 28 en_US
gdc.description.wosquality N/A
gdc.identifier.openalex W3107054281
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gdc.oaire.sciencefields 0203 mechanical engineering
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
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