Comparing a fracture mechanics model to the SN-curve approach for jacket-supported offshore wind turbines: Challenges and opportunities for lifetime prediction

被引:0
作者
Ziegler, Lisa [1 ,2 ]
Muskulus, Michael [2 ]
机构
[1] Ramboll Wind, Hamburg, Germany
[2] Norwegian Univ Sci & Technol, Trondheim, Norway
来源
PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 6 | 2016年
基金
欧盟地平线“2020”;
关键词
fatigue; crack growth; offshore wind turbine; fracture mechanics; seasonality; FATIGUE-CRACK GROWTH; RELIABILITY; PARAMETERS; DESIGN; LOADS;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Accurate lifetime predictions are needed for support structures of offshore wind turbines to optimize operation and maintenance and to decide about lifetime extension of aging wind farms. A comparison of a facture mechanics model to the SN-curve approach for jacket supported offshore wind turbines shows that it is attractive for lifetime extension decisions; however major challenges are calibration of material parameters and assumptions for initial crack size. Crack growths on a Y-joint connecting brace and jacket leg was analysed with simulations of structural response to aero- and hydrodynamic loading and Paris' law for crack propagation. The model was calibrated to yield an identical fatigue life as obtained from the SN-curve analysis. The effect of weather seasonality on crack growth was evaluated with a Markov weather model and Monte Carlo simulations. Results show that crack growth is sensitive to parameter calibration and follows seasonal weather trends.
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页数:10
相关论文
共 46 条
[1]   Fatigue reliability assessment of tubular joints of existing offshore structures [J].
Aghakouchak, AA ;
Stiemer, SF .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2001, 28 (04) :691-698
[2]   Persistence statistics of marine environmental parameters from Markov theory .1. Analysis in discrete time [J].
Anastasiou, K ;
Tsekos, C .
APPLIED OCEAN RESEARCH, 1996, 18 (04) :187-199
[3]  
[Anonymous], 2013, Deep Water: The next step for offshore wind energy
[4]  
[Anonymous], 1993, RECOMMENDED PRACTICE, V20th
[5]  
[Anonymous], IEC, 2011a. "About us". Internet: http://www.elections.org.za/content/Dynamic.aspx?id=391%26LeftMenuId=79%26name=About%20Us%26BreadCrumbId=212. Accessed: 7 February 2011.
[6]  
[Anonymous], P 9 OFFSH MECH ARCT
[7]  
[Anonymous], THESIS
[8]  
[Anonymous], 2014, Design of Offshore Wind Turbine Structures
[9]   Fatigue design of offshore steel mono-pile wind substructures [J].
Brennan, Feargal ;
Tavares, Isaac .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENERGY, 2014, 167 (04) :196-202
[10]  
BSI (British Standards Institution), 2015, 7910 BSI