Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/28222
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dc.contributor.authorAbarkan, I-
dc.contributor.authorShamass, R-
dc.contributor.authorAchegaf, Z-
dc.contributor.authorKhamlichi, A-
dc.date.accessioned2024-02-06T10:29:08Z-
dc.date.available2024-02-06T10:29:08Z-
dc.date.issued2022-09-19-
dc.identifierORCID iD: Rabee Shamass https://orcid.org/0000-0002-7990-8227-
dc.identifierPVT-19-1189-
dc.identifier.citationAbarkan, I. et al. (2022) 'Numerical and Analytical Studies of Low Cycle Fatigue Behavior of 316 LN Austenitic Stainless Steel', Journal of Pressure Vessel Technology, 144 (6), PVT-19-1189, pp. 1 - 11. doi: 10.1115/1.4045897.en_US
dc.identifier.issn0094-9930-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/28222-
dc.description.abstractMechanical components are frequently subjected to severe cyclic pressure and/or temperature loadings. Therefore, numerical and analytical low cycle fatigue methods become widely used in the field of engineering to estimate the design fatigue lives. The primary aim of this work is to evaluate the accuracy of the most commonly used numerical and analytical low cycle fatigue life methods for specimens made of 316 LN austenitic stainless steel and subjected to fully reversed uniaxial tension–compression loading, in the room temperature condition. It was found that both maximum shear strain and Brown–Miller criterions result in a very conservative estimation for uniaxially loaded specimens. However, maximum shear strain criteria provide better results compared to the Brown–Miller criteria. The total strain energy density approach was also used, and both the Masing and non-Masing analysis were adopted in this study. It is found that the Masing model provides conservative fatigue lives, and non-Masing model results in a more realistic fatigue life prediction for 316 LN stainless steel for both low and high strain amplitudes. The fatigue design curves obtained from the commonly used analytical low cycle fatigue equations were reexamined for 316 LN SS. The obtained design curves from Langer model and its modified versions are nonconservative for this type of material. Consequently, the authors suggest new optimized parameters to fit the given test data. The obtained curve using the currently suggested parameters is in better agreement with the experimental data for 316 LN SS.en_US
dc.description.sponsorshipCNRST (Center National pour la Recherche Scientifique et Technique), Rabat, Morocco Ph.D. student funding.en_US
dc.format.extent1 - 11-
dc.format.mediumPrint-Electronic-
dc.languageEnglish-
dc.language.isoen_USen_US
dc.publisherAmerican Society of Mechanical Engineers (ASME)en_US
dc.rightsCopyright © 2022 by ASME. This is the author accepted manuscript It may be downloaded for personal use only. Any other use requires prior permission of the American Society of Mechanical Engineers (see: https://www.asme.org/publications-submissions/journals/information-for-authors/journal-guidelines/rights-and-permissions). The published version, Abarkan, I. et al. (2022) 'Numerical and Analytical Studies of Low Cycle Fatigue Behavior of 316 LN Austenitic Stainless Steel', Journal of Pressure Vessel Technology, 144 (6), PVT-19-1189, pp. 1 - 11, may be accessed at DOI URL: https://doi.org/10.1115/1.4045897.-
dc.rights.urihttps://www.asme.org/publications-submissions/journals/information-for-authors/journal-guidelines/rights-and-permissions-
dc.subjectfinite element analysisen_US
dc.subject316 LN stainless steelen_US
dc.subjectLanger analytical modelen_US
dc.subjectmultiaxial strain life criterionsen_US
dc.subjecttotal strain energy densityen_US
dc.titleNumerical and Analytical Studies of Low Cycle Fatigue Behavior of 316 LN Austenitic Stainless Steelen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1115/1.4045897-
dc.relation.isPartOfJournal of Pressure Vessel Technology-
pubs.issue6-
pubs.publication-statusPublished-
pubs.volume144-
dc.identifier.eissn1528-8978-
dc.rights.holderAmerican Society of Mechanical Engineers-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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