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dc.contributor.advisorRemseth, Svein Nnb_NO
dc.contributor.advisorSigbjörnsson, Ragnarnb_NO
dc.contributor.authorBrandtsegg, Andreas Saurnb_NO
dc.date.accessioned2014-12-19T12:00:24Z
dc.date.available2014-12-19T12:00:24Z
dc.date.created2012-11-08nb_NO
dc.date.issued2012nb_NO
dc.identifier565918nb_NO
dc.identifierntnudaim:7890nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/236938
dc.description.abstractInvestigations are performed on the capabilities of Computational Fluid Dynamics (CFD) to model a transient transcritical flow around a Submerged Floating Tunnel (SFT). The aim of this inquiry is to examine the possibility of modeling the effect of Vortex Induced Vibrations (VIV) on a circular cylinder, through a coupling between a 2D CFD simulation, and a 3D FEM analysis of the structure trough strip theory. To validate such an approach, it is essential to verify that the CFD analysis yields accurate results. A simulation has been performed on the flow around a circular cylinder with Re=3.6⋅〖10〗^6, based on the solution of the 2D Unsteady Reynolds Averaged Navier-Stokes (URANS) equations with the Realizable k-ϵ turbulence model using enhanced wall treatment. The hydrodynamic values obtained is the time averaged drag coefficient (CD,avrg), the root-mean-square lift coefficient (CL,rms), and the non-dimensional shedding frequency (St). The analysis yields a St=0.26, which is within published experimental values, in contrast to published numerically obtained results.nb_NO
dc.languageengnb_NO
dc.publisherInstitutt for konstruksjonsteknikknb_NO
dc.subjectntnudaim:7890no_NO
dc.subjectMTBYGG Bygg- og miljøteknikkno_NO
dc.subjectKonstruksjonno_NO
dc.titleDynamic Modelling and Analysis of Submerged Floating Tunnelsnb_NO
dc.typeMaster thesisnb_NO
dc.source.pagenumber58nb_NO
dc.contributor.departmentNorges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, Institutt for konstruksjonsteknikknb_NO


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