Rate and size effects on the deformation and fracture of warm and floating columnar freshwater ice

dc.contributorAalto-yliopistofi
dc.contributorAalto Universityen
dc.contributor.advisorDempsey, John P., Prof., Clarkson University, USA
dc.contributor.authorEl Gharamti, Iman
dc.contributor.departmentKonetekniikan laitosfi
dc.contributor.departmentDepartment of Mechanical Engineeringen
dc.contributor.labSolid Mechanicsen
dc.contributor.schoolInsinööritieteiden korkeakoulufi
dc.contributor.schoolSchool of Engineeringen
dc.contributor.supervisorTuhkuri, Jukka, Prof., Aalto University, Department of Mechanical Engineering, Finland
dc.date.accessioned2021-10-14T09:00:13Z
dc.date.available2021-10-14T09:00:13Z
dc.date.defence2021-10-29
dc.date.issued2021
dc.descriptionDefence is held on 29.10.2021 12:00 – 15:30 https://aalto.zoom.us/j/66036070494
dc.description.abstractClimate change has led to warmer and fragmented ice, and thus has increased the interest in understanding and modelling the fracture behavior and creep deformations of warm ice. The thesis explores the fracture and creep response of warm and floating columnar freshwater S2 ice under different loading scenarios, by conducting large scale experiments in the Ice Tank of Aalto University. A program of nineteen mode I fracture tests, using deeply cracked edge-cracked rectangular plates, that varied the test sizes, loading types, and loading rates was conducted. The ice was very warm with a temperature of about -0.3 oC at the top surface. The ice was loaded in the direction normal to the columnar grains, and the loading conditions divided the test program into two parts. In the first part, fourteen tests were conducted in displacement control (DC) and loaded with different rates monotonically to fracture. The plates covered a size range of 1:39, the largest for ice tested under laboratory conditions, with three plate sizes: 0.5m x 1m, 3m x 6m and 19.5m x 36m. In the second part, five tests of 3m x 6m plates were loaded in load control (LC) under creep/cyclic-recovery loading and monotonic loading to fracture. For the DC tests, methods for both the linear elastic fracture mechanics (LEFM) and a non-linear viscoelastic fictitious crack model (VFCM) were derived to analyze the data and calculate values for the apparent fracture toughness, crack opening displacement, stress-separation curve, fracture energy, and size of the process zone near a crack tip. Issues of notch sensitivity and minimum size requirements for polycrystalline homogeneity were addressed. Size and rate effects were interrelated as rate dependent size effects and size dependent rate effects. The loading rates applied led to test durations from fewer than 2 seconds to more than 1000 seconds, leading to an elastic response at the highest rates and a viscoelastic response at the lower rates. Under the LC tests' loading conditions, the ice response was overall elastic-viscoplastic; no significant viscoelasticity or major recovery were detected. Moreover, there was no clear effect of the creep loading on the fracture properties at crack growth initiation: the failure load and crack opening displacements. Several factors were discussed as possibly contributing to the observed behavior, and the effect of the very warm ice temperature was highlighted. Schapery's model of nonlinear thermodynamics was tested and validated against the experimental response at the crack mouth. The VFCM and Schapery's model were coupled with the Nelder-Mead's optimization scheme to obtain the constitutive parameters, by matching the displacement records generated by the model and measured by the experiment. Further, different methods for computing the fracture energy were applied, and the values were compared regarding the effects of loading type, rate and scale.en
dc.format.extent132 + app. 46
dc.format.mimetypeapplication/pdfen
dc.identifier.isbn978-952-64-0534-6 (electronic)
dc.identifier.isbn978-952-64-0533-9 (printed)
dc.identifier.issn1799-4942 (electronic)
dc.identifier.issn1799-4934 (printed)
dc.identifier.issn1799-4934 (ISSN-L)
dc.identifier.urihttps://aaltodoc.aalto.fi/handle/123456789/110432
dc.identifier.urnURN:ISBN:978-952-64-0534-6
dc.language.isoenen
dc.opnLøset, Sveinung, Prof., Norwegian University of Science and Technology, Norway
dc.publisherAalto Universityen
dc.publisherAalto-yliopistofi
dc.relation.haspart[Publication 1]: Iman E. Gharamti, John P. Dempsey, Arttu Polojärvi and Jukka Tuhkuri. Fracture of warm S2 columnar freshwater ice: size and rate effects. Acta Materialia, 22-34, 202 2021. Full text in Acris/Aaltodoc: http://urn.fi/URN:NBN:fi:aalto-2020113020533. DOI: 10.1016/j.actamat.2020.10.031
dc.relation.haspart[Publication 2]: Iman E. Gharamti, John P. Dempsey, Arttu Polojärvi and Jukka Tuhkuri. Creep and fracture of warm columnar freshwater ice. The Cryosphere, 2401–2413, 15 2021. DOI: 10.5194/tc-15-2401-2021
dc.relation.haspart[Publication 3]: Iman E. Gharamti, John P. Dempsey, Arttu Polojärvi and Jukka Tuhkuri. Fracture energy of columnar freshwater ice: Influence of loading type, loading rate and size. Materialia, 101188, 20 2021. Full text in Acris/Aaltodoc: http://urn.fi/URN:NBN:fi:aalto-202109089064. DOI: 10.1016/j.mtla.2021.101188
dc.relation.ispartofseriesAalto University publication series DOCTORAL DISSERTATIONSen
dc.relation.ispartofseries134/2021
dc.revLøset, Sveinung, Prof., Norwegian University of Science and Technology, Norway
dc.revCole, David, Dr., Cold Regions Research and Engineering Lab, USA
dc.subject.keywordfreshwater iceen
dc.subject.keywordfractureen
dc.subject.keywordcreepen
dc.subject.keywordsize effecten
dc.subject.keywordrate effecten
dc.subject.keywordviscoelasticityen
dc.subject.otherMechanical engineeringen
dc.titleRate and size effects on the deformation and fracture of warm and floating columnar freshwater iceen
dc.typeG5 Artikkeliväitöskirjafi
dc.type.dcmitypetexten
dc.type.ontasotDoctoral dissertation (article-based)en
dc.type.ontasotVäitöskirja (artikkeli)fi
local.aalto.acrisexportstatuschecked 2021-10-29_0942
local.aalto.archiveyes
local.aalto.formfolder2021_10_13_klo_15_57
local.aalto.infraAalto Ice Tank
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