期刊文献+

基于应变模态的风机塔筒根部疲劳裂纹损伤检测研究 被引量:1

Study on Damage Detection of Fatigue Cracks at the Root of theWind Turbine Tower Based on Strain Mode
下载PDF
导出
摘要 风力发电机塔筒根部所受弯矩大易产生疲劳裂纹,及早地检测发现裂纹有利于防止风机倒塌破坏。研究一种基于应变模态的塔筒根部疲劳裂纹损伤识别方法。首先建立塔筒的振动微分方程和应变模态;然后构建风机模型并进行模态分析,研究塔筒损伤前后固有频率、位移和应变模态振型的差异;最后建立应变模态变化率的疲劳裂纹识别指标,并基于最小二乘法拟合应变模态变化率与损伤程度的数学关系。结果表明:塔筒受损前后固有频率和位移模态振型无显著改变,无法进行损伤定位;应变模态振型在受损处出现峰值突变,且损伤程度越高突变越明显;应变模态变化率与损伤程度呈正相关,采用六次多项式可拟合出两者的关系。 The large bending moment at the root of the wind turbine tower can induce fatigue cracks easily,and the early detection of cracks is beneficial to prevent from the collapse and damage of the wind turbine.In this paper,a fatigue crack damage identification method at the tower root based on strain mode was studied.Firstly,the vibration differential equation and strain mode of the tower were established.Then,the wind turbine model was built and modal analysis was performed to study the differences of natural frequencies,displacement mode shapes and strain modal shapes before and after tower damage.Finally,the fatigue crack identification index of the strain modal change rate was established,and the mathematical relationship between the strain modal change rate and the damage degree was fitted based on the least squares method.The results show that there is no significant change in natural frequency and displacement mode shapes before and after tower damage,and they cannot be used for damage localization.The strain mode shape has a peak mutation at the damaged area,and the larger the degree of damage is,the more obvious the mutation is.There is a positive correlation between the strain modal change rate and the damage degree,and the relationship between the two is fitted by a sixth-order polynomial.
作者 李鹏飞 张则荣 张威 樊智敏 LI Pengfei;ZHANG Zerong;ZHANG Wei;FAN Zhimin(College of Electromechanical Engineering,Qingdao University of Science and Technology,Qingdao 266061,Shandong,China)
出处 《噪声与振动控制》 CSCD 北大核心 2023年第2期127-131,146,共6页 Noise and Vibration Control
基金 国家自然科学基金面上资助项目(52075279) 山东省重点研发计划资助项目(2019GGX104088)。
关键词 故障诊断 风电塔筒 应变模态 疲劳裂纹 损伤检测 fault diagnosis wind turbine tower strain mode fatigue crack damage detection
  • 相关文献

参考文献8

二级参考文献63

  • 1韩红飞,周邵萍,郝占峰,章兰珠.基于应变模态差的管道损伤识别仿真[J].振动.测试与诊断,2013,33(S1):210-213. 被引量:12
  • 2徐丽,易伟建.应变模态在框架结构节点损伤诊断中的应用研究[J].振动.测试与诊断,2006,26(2):102-107. 被引量:10
  • 3顾培英,陈厚群,李同春,邓昌.基于损伤应变模态的结构损伤识别直接指标法[J].自然科学进展,2007,17(2):240-247. 被引量:23
  • 4MILENA MARTARELLI, DAVID J EWINS. Continuousscanning laser Doppler vibrometry and speckle noiseoccurrence[J]. Mechanical Systems and SignalProcessing, 2006, (20): 2277-2289.
  • 5MAIO D DI, EWINS D J. Continuous Scan, a method forperforming modal testing using meaningful measurementparameters; PartI[J]. Mechanical Systems and SignalProcessing, 2011(25): 3027-3042.
  • 6GIULIANI P, MAIO D DI, SCHWINGSHACKL C W, etal. Six degrees of freedom measurement with continuousscanning laser doppler vibrometer[J]. MechanicalSystems and Signal Processing, 2013(38): 367-383.
  • 7ANTHONY B STANBRIDGE, MILENA MARTARELLI,DAVID J EWINS. Measuring strain response mode shapeswith a continuous-scan LDV [EB/OL]. http://proceedings.spiedigitallibrary.org/on 02/23/2014 Terms of Use: http://spiedl. org/terms.
  • 8YAM L Y, LEUNG T P, LI D B, et al. Theoretical andexperimental study of modal strain analysis[J]. Journal ofSound and Vibration, 1996, 191(2): 251-260.
  • 9魏少东,何小斌. 自由梁的位移、应变和声模态分析[C].现代振动与噪声技术(9 卷). 2011:296-299.
  • 10KRANJC T, SLAVIC J, MBOLTE ZAR. A comparison ofstrain and classic experimental modal analysis[J]. Journalof Vibration and Control, 2014, DOI: 10.1177 /1077546314533137.

共引文献35

同被引文献12

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部