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dc.contributor.authorKarvan, Poorya
dc.contributor.authorBertolin, Chiara
dc.contributor.authorBerto, Filippo
dc.contributor.authorRazavi, Seyed Mohammad Javad
dc.date.accessioned2021-05-12T12:00:03Z
dc.date.available2021-05-12T12:00:03Z
dc.date.created2021-04-30T11:05:33Z
dc.date.issued2021
dc.identifier.issn0950-0618
dc.identifier.urihttps://hdl.handle.net/11250/2755182
dc.description.abstractAn attempt was made to investigate the Michalski’s proven fluctuation theory through the use of the fracture characteristic and the energy density – dynamic surface value – of Scots pine coated with Renaissance wax, paraloid, and tar. The slices were acclimatized in a climate chamber with an abrupt drop of relative humidity from 80% to 30% while being monitored by acoustic emission. During this period, macro-cracks were formed in the slices coated with the paraloid and tar while those coated with Renaissance wax were remained undamaged. Moreover, fracture tests along with the Finite Element Analysis (FEA) were utilized to calculate the critical values of the stress intensity factor. Furthermore, the alternative correlation, accounting for the effect of different specimens’ length, introduced into the ASTM E833 standard resulting in agreeable values of fracture toughness as compared with the experimental data. Finally, the relation between the crack propagation and the fracture toughness with the ductile (load increase) and the brittle (load decrease) portions of the dynamic surface value (DSV) was investigated. It was observed that the impact of the latter portion in the crack propagation of the undamaged slices was more dominant, while the portion contributed almost the same in crack propagation of the damaged slices.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleEnergy density and fracture parameters of coated Scots pineen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.journalConstruction and Building Materialsen_US
dc.identifier.doihttps://doi.org/10.1016/j.conbuildmat.2021.123206
dc.identifier.cristin1907412
dc.relation.projectNorges forskningsråd: 274749en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal