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dc.contributor.authorBerto, Filippo
dc.date.accessioned2018-06-19T11:11:40Z
dc.date.available2018-06-19T11:11:40Z
dc.date.created2017-09-13T15:15:44Z
dc.date.issued2017
dc.identifier.citationFrattura ed Integrità Strutturale. 2017, 11 (41), 464-474.nb_NO
dc.identifier.issn1971-8993
dc.identifier.urihttp://hdl.handle.net/11250/2502083
dc.description.abstractThe fictitious notch rounding concept is applied for the first time to V-notches with root hole subjected to in-plane mixed mode loading. Outof- bisector crack propagation is taken into account. The fictitious notch radius is determined as a function of the real notch radius, the microstructural support length and the notch opening angle. Due to the complexity of the problem, a method based on the simple normal stress failure criterion has been used. It is combined with the maximum tangential stress criterion to determine the crack propagation angle. An analytical method based on Neuber's procedure has been developed. The method provides the values of the microstructural support factor as a function of the mode ratio and the notch opening angle. The support factor is considered to be independent of the microstructural support length. Finally, for comparison, the support factor is determined on a purely numerical basis by iterative analysis of FE models.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.titleV-notch tip subjected to in-plane mixed mode loading: Overview of recent results and possible future outcomesnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber464-474nb_NO
dc.source.volume11nb_NO
dc.source.journalFrattura ed Integrità Strutturalenb_NO
dc.source.issue41nb_NO
dc.identifier.doi10.3221/IGF-ESIS.41.58
dc.identifier.cristin1493427
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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