This paper develops the models for the structural performance of the loading and probabilistic characterization for the fatigue and the serviceability limit states for the support structure of offshore wind energy converters. These models and a sensitivity study are part of a risk based assessment and monitoring framework and will be applied for establishing the “as designed and constructed” reliability as prior information for the assessment and the design of monitoring systems. The constitutive physical equations are introduced in combination with the fatigue and serviceability limit state requirements as the starting point for the development of the structural performance and loading models. With these models introduced in detail, several modeling aspects for both limit states are analyzed. This includes analyses of the influence on the hot spot stresses by applying a contact formulation for the pile guide brace connection and the application of a finite element formulation using solid elements. Further, the comparison of the natural frequencies of a discrete rotor model with a continuous rotor model is documented. To account for uncertainties associated with the structural and loading models, a probabilistic model is derived on the basis of literature review and measurement data from a prototype Multibrid M5000 support structure. The sensitivity study is based on the calculation of a nonlinear coefficient of correlation in conjunction with predetermined designs of experiments. This is conducted by a systematic analysis of the influence of the random variables on limit state responses and hence on the structural reliability. Integrating the analyses and sensitivity studies of the fatigue and serviceability limit state models developed in this paper as well as the ultimate limit state models in Thöns et al. (“Ultimate Limit State Model Basis for Assessment of Offshore Wind Energy Converters,” ASME J. Offshore Mech. Arct. Eng.), the model basis for the assessment is completed. The process of establishing and analyzing such a model basis contributes to a detailed understanding of the deterministic and probabilistic characteristics of the structure and provides valuable insights in regard to the significance of available data.
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August 2012
Ocean Renewable Energy
Fatigue and Serviceability Limit State Model Basis for Assessment of Offshore Wind Energy Converters
S. Thöns,
S. Thöns
Division VII.2: Buildings and Structures
BAM Federal Institute for Materials Research and Testing,
Unter den Eichen 87, 12205 Berlin, Germany
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M. H. Faber,
M. H. Faber
DTU Civil Engineering, DTU Technical University of Denmark, Brovej, Building 118, DK - 2800 Kgs, Lyngby, Denmark
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W. Rücker
W. Rücker
Division VII.2: Buildings and Structures BAM Federal Institute for Materials Research and Testing,
Unter den Eichen 87, 12205 Berlin, Germany
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S. Thöns
Division VII.2: Buildings and Structures
BAM Federal Institute for Materials Research and Testing,
Unter den Eichen 87, 12205 Berlin, Germany
M. H. Faber
DTU Civil Engineering, DTU Technical University of Denmark, Brovej, Building 118, DK - 2800 Kgs, Lyngby, Denmark
W. Rücker
Division VII.2: Buildings and Structures BAM Federal Institute for Materials Research and Testing,
Unter den Eichen 87, 12205 Berlin, Germany
J. Offshore Mech. Arct. Eng. Aug 2012, 134(3): 031905 (10 pages)
Published Online: February 22, 2012
Article history
Received:
July 26, 2009
Revised:
January 27, 2011
Online:
February 22, 2012
Published:
February 22, 2012
Citation
Thöns, S., Faber, M. H., and Rücker, W. (February 22, 2012). "Fatigue and Serviceability Limit State Model Basis for Assessment of Offshore Wind Energy Converters." ASME. J. Offshore Mech. Arct. Eng. August 2012; 134(3): 031905. https://doi.org/10.1115/1.4004514
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