RESIDUAL STRESS MEASUREMENT IN RAILS BY DESTRUCTIVE AND NON DESTRUCTIVE METHOD

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dc.authoridZengin, Huseyin/0000-0001-7518-1625
dc.authoridAHLATCI, Hayrettin/0000-0002-6766-4974
dc.contributor.authorTuran, Muhammet Emre
dc.contributor.authorOzcelik, Sait
dc.contributor.authorZengin, Huseyin
dc.contributor.authorAhlatci, Hayrettin
dc.contributor.authorTuren, Yunus
dc.contributor.authorTozlu, Ibrahim
dc.contributor.authorSun, Yavuz
dc.date.accessioned2024-09-29T16:11:20Z
dc.date.available2024-09-29T16:11:20Z
dc.date.issued2015
dc.departmentKarabük Üniversitesien_US
dc.description24th International Conference on Metallurgy and Materials -- JUN 03-05, 2015 -- Brno, CZECH REPUBLICen_US
dc.description.abstractResidual stress is an elastic stress in remaining part after the various stages of production. If residual stress values in rails are known, mechanical properties of rails and their effects in railway can be predicted. For this purpose, residual stresses of rails which had same casting number were measured by cutting and X-ray diffraction method in this study. Five rails were used for measurement. Firstly, according to the EN 13674-1 which is railway rails standard, strain gauge that is an electrical apparatus were used and one meter long rails were cut. After cutting, Hooke law was applied and residual stress values of rails were found. The residual stress values were around between 115 MPa and 180 MPa. In addition to standard residual stress measurement, X-ray diffraction method was used to compare between destructive and nondestructive techniques. Five specimens were taken from five rails in the appropriate size for X-ray device. In this method stress values were around between 200 and 400 MPa. After residual stress measurement, Brinell's hardness test was applied to three samples and microstructure of rail which has biggest residual stress value was examined by SEM. The results show that, residual stress values in cutting method were different from X-ray diffraction method and residual stress could affect the rails hardness.en_US
dc.description.sponsorshipTanger Ltd,Tech Univ Ostrava,Czech Soc New Mat & Technologies,ASM Int,Engn Acad Czech Republ,Mat Res Soc Serbia,Norwegian Co Mat & Technol,French Soc Met & Mat,Italian Assoc Met,Austrian Soc Met & Mat,Portuguese Soc Maten_US
dc.identifier.endpage469en_US
dc.identifier.isbn978-80-87294-62-8
dc.identifier.startpage465en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14619/8349
dc.identifier.wosWOS:000374706100071en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherTanger Ltden_US
dc.relation.ispartofMetal 2015: 24th International Conference On Metallurgy and Materialsen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectResidual Stressen_US
dc.subjectCutting Methoden_US
dc.subjectXRDen_US
dc.subjectHardnessen_US
dc.subjectSEMen_US
dc.titleRESIDUAL STRESS MEASUREMENT IN RAILS BY DESTRUCTIVE AND NON DESTRUCTIVE METHODen_US
dc.typeConference Objecten_US

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