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dc.contributor.authorOsnes, Karoline
dc.contributor.authorHopperstad, Odd Sture
dc.contributor.authorBørvik, Tore
dc.date.accessioned2019-02-22T09:36:31Z
dc.date.available2019-02-22T09:36:31Z
dc.date.created2018-09-05T11:38:33Z
dc.date.issued2018
dc.identifier.citationProceedings. 2018, 2 .nb_NO
dc.identifier.issn2504-3900
dc.identifier.urihttp://hdl.handle.net/11250/2586953
dc.description.abstractThree different experimental set-ups were employed in the investigation of the fracture strength of annealed float glass. These included four-point bending tests on three different specimen sizes, and quasi-static and dynamic pressure tests. The latter tests were conducted in a shock tube, i.e., a device that produces pressure loadings similar to that from a far-field blast event. The experimental work demonstrated that the fracture strength of glass varies largely within the same test set-up. It also revealed that the fracture strength and its scatter are dependent on the size of the specimen, the boundary conditions and the loading situation. By employing a newly proposed strength prediction model, which relies on the physical fracture behaviour of glass, the trends observed in the experiments were correctly recreated.nb_NO
dc.language.isoengnb_NO
dc.publisherMDPInb_NO
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleQuasi-Static and Dynamic Testing of Annealed Float Glassnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber7nb_NO
dc.source.volume2nb_NO
dc.source.journalProceedingsnb_NO
dc.identifier.doi10.3390/ICEM18-05412
dc.identifier.cristin1606856
dc.relation.projectNorges forskningsråd: 237885nb_NO
dc.description.localcode© 2018 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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