Fatigue reliability analysis of wind turbine tower under random wind load. (November 2020)

• Record Type: Journal Article
• Authors: Fu, Bing; Zhao, Jianbin; Li, Bingqing; Yao, Jing; Mouafo Teifouet, Armand Robinson; Sun, Liyun; Wang, Zhenyu
• Is Part Of: Structural safety. Volume 87(2020)
• Publication Date: 2020-11
• Subjects: Wind turbines -- Probability density evolution -- Fatigue reliability -- Orthogonal expansion -- Rain flow counting method; Structural stability -- Periodicals; Safety factor in engineering -- Periodicals; Reliability (Engineering) -- Periodicals; Constructions -- Stabilité -- Périodiques; Coefficient de sécurité en ingénierie -- Périodiques; Fiabilité -- Périodiques; 620.86
• DOI: 10.1016/j.strusafe.2020.101982
• Languages: English
• ISSNs: 0167-4730

Abstract

Highlights: Wind speed is expanded by the orthogonal expansion method. Fatigue damage is calculated considering the speed and direction of wind load. The probability density evolution equation is solved to estimate fatigue reliability. A virtual stochastic process is constructed in the course of solving the evolution equation. Abstract: It is important to understand the vibration response and fatigue characteristics of the wind turbine structure. The fatigue reliability of the tower flange and bolt is studied in this paper. Firstly, by using the orthogonal expansion method and the Numerical-Theoretical method of random dynamic action, the random fluctuating wind field is expanded into a set of scattered points to calculate the wind load. The numerical calculation of the dynamic response of the wind turbine is verified with the measured data. Then, a fatigue probability calculation method based on the probability density evolution method is proposed. It is an effective method to substitute the fatigue damage D obtained by a rain flow counting method into the probability density evolution equation to solve the probability density of fatigue damage. In the end, a 1.5 MW wind turbine tower was taken as an example for analyzing the fatigue damage of its flange and bolt which considers the wind speed and wind direction distribution. By using the probability density evolution method, the evolution probability density curve clusters of the structural responses can be given accurately and quantitatively; thus, the reliability of the structure under random load can be conveniently obtained.