dc.contributor.author | Osnes, Karoline | |
dc.contributor.author | Hopperstad, Odd Sture | |
dc.contributor.author | Børvik, Tore | |
dc.date.accessioned | 2019-02-22T09:36:31Z | |
dc.date.available | 2019-02-22T09:36:31Z | |
dc.date.created | 2018-09-05T11:38:33Z | |
dc.date.issued | 2018 | |
dc.identifier.citation | Proceedings. 2018, 2 . | nb_NO |
dc.identifier.issn | 2504-3900 | |
dc.identifier.uri | http://hdl.handle.net/11250/2586953 | |
dc.description.abstract | Three 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.iso | eng | nb_NO |
dc.publisher | MDPI | nb_NO |
dc.rights | Navngivelse 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/deed.no | * |
dc.title | Quasi-Static and Dynamic Testing of Annealed Float Glass | nb_NO |
dc.type | Journal article | nb_NO |
dc.type | Peer reviewed | nb_NO |
dc.description.version | publishedVersion | nb_NO |
dc.source.pagenumber | 7 | nb_NO |
dc.source.volume | 2 | nb_NO |
dc.source.journal | Proceedings | nb_NO |
dc.identifier.doi | 10.3390/ICEM18-05412 | |
dc.identifier.cristin | 1606856 | |
dc.relation.project | Norges forskningsråd: 237885 | nb_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.unitcode | 194,64,45,0 | |
cristin.unitname | Institutt for konstruksjonsteknikk | |
cristin.ispublished | true | |
cristin.fulltext | original | |
cristin.qualitycode | 1 | |