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dc.contributor.authorGallo, P
dc.contributor.authorRazavi, Seyed Mohammed Javad
dc.contributor.authorPeron, Mirco
dc.contributor.authorTorgersen, Jan
dc.contributor.authorBerto, Filippo
dc.date.accessioned2018-06-19T09:29:50Z
dc.date.available2018-06-19T09:29:50Z
dc.date.created2017-09-13T15:08:10Z
dc.date.issued2017
dc.identifier.citationFrattura ed Integrità Strutturale. 2017, 11 (41), 456-463.nb_NO
dc.identifier.issn1971-8993
dc.identifier.urihttp://hdl.handle.net/11250/2502035
dc.description.abstractGeometrical discontinues such as notches play a significant rule in structural integrity of the components, especially when the component is subjected to very severe conditions, such as the high temperature fatigue or creep. In this paper, a generalized form of the existing notch tip creep stressstrain analysis method developed by Nuñez and Glinka, is developed and extended to a wide variety of blunt V-notches. Assuming the generalized Lazzarin-Tovo solution that allows a unified approach to the evaluation of linear elastic stress fields in the vicinity of both cracks and notches is the key in getting the extension to blunt V-notches. Numerous cases have been analysed and the stress fields obtained according to the proposed method were compared with proper finite element data, showing a very good agreement.nb_NO
dc.language.isoengnb_NO
dc.publisherItalian Group of Fracturenb_NO
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleCreep behavior of v-notched componentsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber456-463nb_NO
dc.source.volume11nb_NO
dc.source.journalFrattura ed Integrità Strutturalenb_NO
dc.source.issue41nb_NO
dc.identifier.doi10.3221/IGF-ESIS.41.57
dc.identifier.cristin1493410
dc.description.localcode© Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions. Frattura ed Integrità Strutturale (Fracture and Structural Integrity, F&SI) is an open access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the BOAI definition of open access. F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit and providing a link to the license and indicating if changes were made.nb_NO
cristin.unitcode194,64,92,0
cristin.unitnameInstitutt for maskinteknikk og produksjon
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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