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dc.contributor.authorGoutianos, Stergios
dc.date.accessioned2023-01-16T10:09:25Z
dc.date.available2023-01-16T10:09:25Z
dc.date.created2021-12-22T11:05:10Z
dc.date.issued2021
dc.identifier.citationData in Brief. 2021, 39 .en_US
dc.identifier.issn2352-3409
dc.identifier.urihttps://hdl.handle.net/11250/3043638
dc.description.abstractCohesive zone modelling is one of the main tools to simulate fracture of materials and structures. As a result a number of cohesive laws are being developed continuously. In most cases, due to experimental challenges, the response under mixed-mode fracture is assumed based on various models and it is unclear if fracture is path independent or not. In the co-submitted publication (Goutianos, 2021) it is shown, based on mixed mode fracture experiments under non-proportional loading, that for unidirectional composites path independence is to a large extent a reasonable assumption. The datasets of this publication are presented here with the aim to provide a set of experimental data, mixed-mode fracture under non-proportional loading, for testing the predictive capabilities of developed mixed-mode cohesive laws. The datasets include the raw mechanical data (force and end-opening displacement), analysed data (fracture resistance from the raw mechanical data), video recordings of the experiments and data from acoustic emission sensors.en_US
dc.language.isoengen_US
dc.publisherElsevier Scienceen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleFracture resistance dataset of composites under mixed-mode non-proportional loadingen_US
dc.title.alternativeFracture resistance dataset of composites under mixed-mode non-proportional loadingen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber6en_US
dc.source.volume39en_US
dc.source.journalData in Briefen_US
dc.identifier.doi10.1016/j.dib.2021.107668
dc.identifier.cristin1971385
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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