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dc.contributor.advisorThomassen, Paulnb_NO
dc.contributor.authorBruheim, Per Ivarnb_NO
dc.date.accessioned2014-12-19T11:29:23Z
dc.date.available2014-12-19T11:29:23Z
dc.date.created2012-11-08nb_NO
dc.date.issued2012nb_NO
dc.identifier566224nb_NO
dc.identifierntnudaim:7205nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/232200
dc.description.abstractThis thesis establishes necessary theory for the geometrically nonlinear dynamic analysis of spatial beam structures by the corotational formulation of finite el- ements. By extending an existing framework that is capable of finite element modeling as well as computing aerodynamic forces, a code is developed that facil- itates the aeroelastic analysis of wind turbines, where the effects of large rotations and deflections of the blades are captured. Verification of the code is carried out first by basic tests, and then by comparing the computed response of a wind tur- bine model with other codes for wind turbine design. Results are shown to be in good agreement with other codes.nb_NO
dc.languageengnb_NO
dc.publisherInstitutt for bygg, anlegg og transportnb_NO
dc.subjectntnudaim:7205no_NO
dc.subjectMTING ingeniørvitenskap og IKTno_NO
dc.subjectKonstruksjonsteknikkno_NO
dc.titleDevelopment and validation of a finite element software facilitating large-displacement aeroelastic analysis of wind turbinesnb_NO
dc.typeMaster thesisnb_NO
dc.source.pagenumber83nb_NO
dc.contributor.departmentNorges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, Institutt for bygg, anlegg og transportnb_NO


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