天津理工大学学报
天津理工大學學報
천진리공대학학보
JOURNAL OF TIANJIN UNIVERSITY OF TECHNOLOGY
2014年
4期
24-27,35
,共5页
海上风电%风机塔筒%自振频率
海上風電%風機塔筒%自振頻率
해상풍전%풍궤탑통%자진빈솔
offshore wind power%wind turbine tower%natural vibration frequency
海上风电项目是可再生能源开发和利用的焦点,在开发海上风能的过程中,风机塔筒的自振特性是影响结构安全的重要一环。本文以某一风机塔筒为例,采用ANSYS有限元分析软件进行模态分析,讨论了3种处理质量、刚度非连续变截面塔筒结构的数值模拟简化建模方法,并比较3种方法在自振频率计算方面的准确性。研究表明,采用最大外径进行简化建模可以大大减小前两阶自振频率计算的误差率,所得结论可为类似结构自振频率简化计算提供依据,对于保证海上风电项目的安全性和可靠性有重要意义,具有一定的工程参考价值。
海上風電項目是可再生能源開髮和利用的焦點,在開髮海上風能的過程中,風機塔筒的自振特性是影響結構安全的重要一環。本文以某一風機塔筒為例,採用ANSYS有限元分析軟件進行模態分析,討論瞭3種處理質量、剛度非連續變截麵塔筒結構的數值模擬簡化建模方法,併比較3種方法在自振頻率計算方麵的準確性。研究錶明,採用最大外徑進行簡化建模可以大大減小前兩階自振頻率計算的誤差率,所得結論可為類似結構自振頻率簡化計算提供依據,對于保證海上風電項目的安全性和可靠性有重要意義,具有一定的工程參攷價值。
해상풍전항목시가재생능원개발화이용적초점,재개발해상풍능적과정중,풍궤탑통적자진특성시영향결구안전적중요일배。본문이모일풍궤탑통위례,채용ANSYS유한원분석연건진행모태분석,토론료3충처리질량、강도비련속변절면탑통결구적수치모의간화건모방법,병비교3충방법재자진빈솔계산방면적준학성。연구표명,채용최대외경진행간화건모가이대대감소전량계자진빈솔계산적오차솔,소득결론가위유사결구자진빈솔간화계산제공의거,대우보증해상풍전항목적안전성화가고성유중요의의,구유일정적공정삼고개치。
Offshore wind power project is the focus of renewable energy development and utilization .In the process of development of offshore wind energy, wind turbine tower vibration character is an important factor of the safety of structure. This paper sets a wind turbine tower as an example, using the finite element analysis software ANSYS to do modal analysis,discusses 3 kinds of simplified modeling methods to analyze the variable cross-section tower structure which quality and stiffness are not numerically continuous, and compares the accuracy of 3 methods of natural vibration frequency calculation. Results show that building modeling simply by using the maximum outer di-ameter can greatly reduce the modal calculation error rate of the first two orders of the natural vibration frequency. The conclusion can provide reference for the natural vibration frequency calculation of this kind of structure. It is of great significance to ensure the safety and reliability of offshore wind power project, and has reference value to cer-tain extent.