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dc.contributor.authorSeger, Andreas
dc.contributor.authorSand, Bjørnar
dc.contributor.authorArntsen, Bård
dc.contributor.authorPetrich, Chris
dc.contributor.authorO'Sadnick, Megan
dc.date.accessioned2020-12-09T14:03:14Z
dc.date.available2020-12-09T14:03:14Z
dc.date.created2020-12-07T09:57:15Z
dc.date.issued2020
dc.identifier.isbn978-82-7598-120-0
dc.identifier.urihttps://hdl.handle.net/11250/2716072
dc.description.abstractStatic ice loads (ice actions) are a key design parameter for dams in cold climates. Since 2012,ice stresses have been measured at Taraldsvikfossen reservoir located in Narvik, Norway. Similar to earlier observations in Canada, it became evident from the first three years of data that various effects resulted in stresses, including thermal expansion and water level fluctuations, and that the relative dominance of the processes varied between seasons. A numerical model, using the commercially available finite element software LS-DYNA, is presented for the prediction of the stress field in an ice sheet due to temperature changes and water fluctuations as a function of time, under a variety of conditions. The finite element model accounts for variable temperature and properties through the thickness, an elastic foundation representation of the underlying water, nonlinear constitutive behavior of the ice, temperature dependent mechanical properties, flexibility of resisting structures. For verification of the numerical model, results from simulation are compared with measured temperatures and stresses at Taraldsvikfossen reservoir.
dc.language.isoeng
dc.relation.ispartofPROCEEDINGS OF THE 25th INTERNATIONAL SYMPOSIUM ON ICE
dc.titleNumerical analysis of ice loads on Taraldsvikfossen dam
dc.typeChapter
dc.description.versionpublishedVersion
dc.identifier.cristin1856756
dc.relation.projectAndre: Nordkraft Produksjon and Statkraft Energi
dc.relation.projectNorges forskningsråd: 295887
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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