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dc.contributor.authorStava, Ole Magnus
dc.date.accessioned2012-10-11T11:10:53Z
dc.date.available2012-10-11T11:10:53Z
dc.date.issued2012
dc.identifier.urihttp://hdl.handle.net/11250/182914
dc.descriptionMaster's thesis in Offshore structural engineeringno_NO
dc.description.abstractIn this master thesis analyses will be conducted on a 5MW offshore wind turbine, with a jacket foundation. The goal is to investigate how seven different wind profiles affect fatigue in the blade root, the tower top and the tower bottom. The effect of the turbulence level is also investigated. The analyses examine how the fatigue loads differs from one wind profile to the next, which means it is actually the relative fatigue that is being calculated. There are a total of seven wind profiles investigated, based on the logarithmic wind profile formula. Due to limitations in the software used, power law wind profiles are used in the analysis. The seven wind profiles have different shear, but the differences are small. Calculations have been made to determine which wind profile that is expected to cause the greatest damage. For each wind profiles the turbulence intensity (TI) is changed from 25 % to 11 % to 0 %, to investigate how this will impact. By including turbulence one gets wind fields. The wind fields are simulated by the software application Turbsim. The wind fields cause different load impact. The loads are calculated by the multi-body software called Fedem Windpower. The loads are then post-processed by Mlife, which is a MatLab application, in order to obtain damage equivalent load (DEL), i.e. relative fatigue. The DEL’s are tabulated in the result chapter for the 18 load conditions analyzed, where the turbulence is reduced from 25 % to 11 % to 0 %. All the DEL’s are normalized with respect to the neutral wind profile. Additionally, the result chapter shows graphically the normalized values for selected loads. DEL caused by the bending moment out of plane (RMy) is considered most significant to investigate which of the wind profiles that are causing the highest DEL. The result chapter shows DEL results caused by RMy that are not as expected when turbulence is included. In the discussion chapter this case is widely discussed. It appears that the reason has to do with the fact that the mean turbulence variation on both sides of one wind profile is larger than the difference between the wind profiles. Since the turbulence simulation is random and the difference between the wind profiles is small, the mean value variation due to random turbulence can be larger than the variation between any of the seven wind profiles. For this reason it is difficult to draw any conclusion when turbulence is included. If however, the turbulence is ignored, the expected results are achieved. Conclusion: * No turbulence; the expected results are achieved * Turbulence included; no clear resultsno_NO
dc.language.isoengno_NO
dc.publisherUniversity of Stavanger, Norwayno_NO
dc.relation.ispartofseriesMasteroppgave/UIS-TN-IKM/2012;
dc.subjectoffshore teknologino_NO
dc.subjectkonstruksjonsteknikkno_NO
dc.subjectoffshore wind turbineno_NO
dc.subjectwind profilesno_NO
dc.subjectturbulenceno_NO
dc.subjectrainflow countingno_NO
dc.subjectdamage equivalent loadno_NO
dc.subjectfatigueno_NO
dc.titleFatigue analysis of offshore wind turbineno_NO
dc.typeMaster thesisno_NO
dc.subject.nsiVDP::Technology: 500no_NO


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  • Studentoppgaver (TN-IKM / TN-IMBM) [1213]
    Master- og bacheloroppgaver i Konstruksjoner og materialer / Maskin, bygg og materialteknologi (maskinkonstruksjoner, byggkonstruksjoner og energiteknologi) / Masteroppgaver i Offshore teknologi: industriell teknologi og driftsledelse - Offshore technology: industrial Asset management / Masteroppgaver i Offshoreteknologi : offshore systemer (konstruksjonsteknikk og marin- og undervannsteknologi-subsea technology)

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