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 | |
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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 | |
| gdc.bip.impulseclass | C5 | |
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| gdc.coar.access | open access | |
| gdc.coar.type | text::conference output | |
| gdc.collaboration.industrial | false | |
| 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 | |
| gdc.identifier.wos | WOS:000632387500145 | |
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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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