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dc.contributor.advisorAmdahl, Jørgen
dc.contributor.authorStrand, Anders Salberg
dc.date.accessioned2016-08-26T14:00:51Z
dc.date.available2016-08-26T14:00:51Z
dc.date.created2016-06-10
dc.date.issued2016
dc.identifierntnudaim:14288
dc.identifier.urihttp://hdl.handle.net/11250/2402200
dc.description.abstractCost reduction in the oil and gas industry forces new and innovative solutions. Unmanned wellhead platforms are alternative solutions for developing small fields which would normally be developed with subsea wellheads. For an installation to be approved to operate on the Norwegian Continental Shelf, it must be designed against accidental actions such as fire. Current rules regarding design against fire loads has been reviewed, showing examples of heat transfer hand calculations, as well as material's strength degradation as function of temperature. A generic wellhead platform has been designed, based on comparable structures, and simple hand calculations to have a reasonable model to work with. Conservativeness has been applied to end up with a tough structure and reduce the need for passive fire protection. The structure was tested against normal operational loads and were proven to have more than sufficient resistance. Operational-, variable maintenance- and accidental loads has been established with help from Trond Granli in Kværner. Characteristic fire scenarios were provided and cases set up. A shell script has been adapted for use on the heat transfer and response simulations. Trouble with multi- threading simulations prevented it from functioning perfectly, but it worked for single- threading. A large amount of simulations has been run, resulting in the conclusion that loads relating to wireline well intervention operations in combination with moderate jet fires is survived by the structure. Reserve strength ratios in the range above 4.5 were exhibited. The case of accidental jack- up rig cantilever collapse was shown to be tolerated, and the case involving a large jet fire inside the platform also survived the duration of the characteristic fire scenario. But further simulations are recommended to confirm. Temperature- domain simulations has been run to validate a few of the pushdown simulations, with promising results. A good pool fire model was not established, but was simulated with the standard hydrocarbon temperature curve. The results showed adequately strength after the duration of the fire.
dc.languageeng
dc.publisherNTNU
dc.subjectMarin teknikk, Marin konstruksjonsteknikk
dc.titleWellhead platform subjected to accidental loads
dc.typeMaster thesis
dc.source.pagenumber151


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