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dc.contributor.authorMirsayar, MM
dc.contributor.authorRazmi, A
dc.contributor.authorAliha, MRM
dc.contributor.authorBerto, Filippo
dc.date.accessioned2019-02-26T14:14:57Z
dc.date.available2019-02-26T14:14:57Z
dc.date.created2018-11-26T13:15:21Z
dc.date.issued2018
dc.identifier.citationEngineering Fracture Mechanics. 2018, 190 186-197.nb_NO
dc.identifier.issn0013-7944
dc.identifier.urihttp://hdl.handle.net/11250/2587586
dc.description.abstractThis paper investigates the results of brittle fracture in rock materials subjected to the mixed mode I/II loading using different fracture criteria. Two sets of mixed mode fracture test data in the entire range of mode mixity, from pure mode I to pure mode II, reported in the literature for semi-circular and triangular shape specimens and subjected to three point bend loading (i.e. SCB and ECT specimens) are utilized to study the brittle fracture in two marble rocks. First, the onset of fracture initiation is examined by different conventional fracture criteria including Maximum Tangential Stress (MTS) and Maximum Tangential Strain (MTSN) criteria. It is shown that these two conventional fracture criteria, which only consider singular crack tip stress/strain terms, are not able to accurately predict the mixed mode fracture test data. The experimental mixed mode fracture toughness data are then predicted by an extended version of the maximum tangential strain (EMTSN) criterion which takes into account the effect of first nonsingular strain term as well as the singular strain components. It is found that both mixed mode fracture toughness results of the investigated rock materials and the crack propagation direction can be predicted successfully by the EMTSN criterion.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleEMTSN criterion for evaluating mixed mode I/II crack propagation in rock materialsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber186-197nb_NO
dc.source.volume190nb_NO
dc.source.journalEngineering Fracture Mechanicsnb_NO
dc.identifier.doi10.1016/j.engfracmech.2017.12.014
dc.identifier.cristin1635090
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2018 by Elseviernb_NO
cristin.unitcode194,64,92,0
cristin.unitnameInstitutt for maskinteknikk og produksjon
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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