2015
DOI: 10.1002/er.3430
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Ultimate load characteristics of NREL 5-MW offshore wind turbines with different substructures

Abstract: SUMMARYThis research was focused on identifying the effect of substructures on the ultimate loads of an offshore wind turbine. The ultimate loads of a National Renewable Energy Laboratory (NREL) 5-MW generic model were assessed for two kinds of substructures: the jacket and mono-pile. First, the NREL 5-MW generic model was implemented in the software GHBladed TM by using data from the published NREL report. The specifications of the mono-pile and jacket structures came from the published NREL and UPWIND report… Show more

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Cited by 9 publications
(4 citation statements)
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“…The ultimate loads of the offshore wind turbine were analyzed under steady state wind condition at each wind speed. This is because marine environmental loads such as turbulence, irregular waves, and currents generate complex vibrations depending on the substructure, and eventually affect the ultimate load of the superstructure [17]. In addition, steady state wind conditions can reduce analytical errors with regards to the complexity of dynamic response loads of the offshore wind turbine.…”
Section: Ultimate Load Analysis Conditionmentioning
confidence: 99%
“…The ultimate loads of the offshore wind turbine were analyzed under steady state wind condition at each wind speed. This is because marine environmental loads such as turbulence, irregular waves, and currents generate complex vibrations depending on the substructure, and eventually affect the ultimate load of the superstructure [17]. In addition, steady state wind conditions can reduce analytical errors with regards to the complexity of dynamic response loads of the offshore wind turbine.…”
Section: Ultimate Load Analysis Conditionmentioning
confidence: 99%
“…Presently, the extensively studies about the coupling mechanism of typical bottom-fixed and floating OWTs are carried out by researchers using the previously described simulation tools. For example, Kim et al (2016) established the fully coupled numerical model of a monopile and jacket OWT in GH Bladed and investigated the differences in the structural responses between the monopile and jacket OWT. Ren et al (2022) carried out the dynamic analysis of a multicolumn tension leg platform floating OWT under operational and extreme environmental conditions in FAST v7 and investigated the tendon failure to examine the performance of OWT based on the accidental limit states specified in the design code DNV-RP-0286.…”
Section: Introductionmentioning
confidence: 99%
“…A detailed description of the characteristics of the NREL 5 MW wind turbine is presented in the work of Jonkman et al [8]. Moreover, regarding classification of the wind turbine according to the criteria proposed by the International Electrotechnical Commission (IEC), the NREL 5 MW wind turbine belongs to the class IIA, see Kim et al [30]. For the modelling of the pitch control system of the wind turbine, the linearization tool of the open-source aeroelastic code FAST v7 [31] has been used, which has been designed by the NREL.…”
Section: Introductionmentioning
confidence: 99%