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dc.contributor.advisorAssoc. Prof. Charlotte Obhrai
dc.contributor.authorOlatunbosun Bolaji
dc.date.accessioned2021-09-29T16:26:50Z
dc.date.available2021-09-29T16:26:50Z
dc.date.issued2021
dc.identifierno.uis:inspera:67594487:50012691
dc.identifier.urihttps://hdl.handle.net/11250/2786183
dc.description.abstractThe breaking wave loads on a bottom fixed monopile foundation has been determined in this project with the aid of a Pressure Impulse Method. The pressure impulse method is the integration of pressure bounded by time within the period of a short time scale impact. A model implemented on MATLAB as an m-file was derived for an idealized wave on a cylinder with azimuth limits with relative length and impact height. Some model parameters of interest were investigated for their influence on the behavior of the structure. The pressure impulse is confined in the upper layer in both the CFD and model outcomes, which is connected to the little breaker height proportion. The model outcome depends on an attack of θmax to coordinate with the impulse pressure. The acting force increases as the azimuthal point limit increases up until π/2 where it reaches its peak.
dc.description.abstract
dc.languageeng
dc.publisheruis
dc.titleAccurate Predictions of Ultimate Limit State Wave Loads on Bottom Fixed Wind Turbine
dc.typeMaster thesis


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  • Studentoppgaver (TN-IKM / TN-IMBM) [1076]
    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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