Risk-based approach for structural design of ice-strengthened vessels navigating in the Baltic Sea

dc.contributorAalto-yliopistofi
dc.contributorAalto Universityen
dc.contributor.advisorKämäräinen, Jorma
dc.contributor.advisorHamberg, Kalle
dc.contributor.advisorTabri, Kristjan
dc.contributor.authorKaldasaun, Jorma
dc.contributor.departmentSovelletun mekaniikan laitosfi
dc.contributor.schoolInsinööritieteiden korkeakoulufi
dc.contributor.schoolSchool of Engineeringen
dc.contributor.supervisorKujala, Pentti
dc.date.accessioned2020-12-23T13:12:01Z
dc.date.available2020-12-23T13:12:01Z
dc.date.issued2010
dc.description.abstractRisk-based approaches have been widely used in the offshore sector and currently, these methods are increasingly used in naval architecture. However, risk-based approaches are not applied to determine structural scantlings of ice-strengthened hull areas for vessels that navigate in the ice-covered sea areas. The aim of this thesis is to present a risk-based approach for the local design of the ship's ice-strengthened areas. This study is limited to ships navigating in the Baltic Sea. Based on that, the lifetime ice-induced loads are determined according on the long-term full-scale measurements conducted on board IA Super ice class chemical tanker MS Kemira in the Baltic Sea. The required structural scantlings are obtained by utilizing plastic design methods. The second moment reliability analysis is used to estimate the frequency of occurrence of the defined limit states. The required scantling obtained by utilizing the risk-based approach are compared with the requirements of Finnish-Swedish ice class rules, ice class rules of the Russian Register and IACS Polar rules. Furthermore, the frequency of ice-induced damages to the ice strengthened shell structure of MS Kemira has been estimated and the results are compared to available damage statistics. The gained results show that there is a modest variation between rule requirements for ice-strengthened shell plating thickness and obtained thickness determined based on measured ice-induced loads and define limit states. In contrast to that, the strength of the frames determined by the rule requirements seems to be somewhat insufficient. However, this finding is partly supported by the gathered damage statistics and therefore, this issue requires further research, e.g. by analysing the collapse of the frame in further detail.en
dc.format.extentviii + 83 s. + liitt. 9
dc.identifier.urihttps://aaltodoc.aalto.fi/handle/123456789/99009
dc.identifier.urnURN:NBN:fi:aalto-2020122357836
dc.language.isoenen
dc.programme.majorLaivanrakennusoppifi
dc.programme.mcodeKul-24fi
dc.rights.accesslevelclosedAccess
dc.subject.keywordrisk-based designen
dc.subject.keywordice-class rulesen
dc.subject.keywordplastic strength of beamen
dc.subject.keywordplastic strength of plateen
dc.subject.keywordice-induced loads in the Baltic Seaen
dc.titleRisk-based approach for structural design of ice-strengthened vessels navigating in the Baltic Seaen
dc.type.okmG2 Pro gradu, diplomityö
dc.type.ontasotMaster's thesisen
dc.type.ontasotPro gradu -tutkielmafi
dc.type.publicationmasterThesis
local.aalto.digiauthask
local.aalto.digifolderAalto_11753
local.aalto.idinssi41418
local.aalto.openaccessno

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