针对风力机振动信号采集过程中易受噪声影响的问题,提出基于过完备原子库的匹配追踪算法对风机振动信号进行处理。该算法能自适应提取和原子相关的信号结构,从而可实现噪声抑制。在匹配追踪算法处理过程中,利用结合梯度信息的改进的粒...针对风力机振动信号采集过程中易受噪声影响的问题,提出基于过完备原子库的匹配追踪算法对风机振动信号进行处理。该算法能自适应提取和原子相关的信号结构,从而可实现噪声抑制。在匹配追踪算法处理过程中,利用结合梯度信息的改进的粒子群优化算法来寻找最佳原子。仿真结果表明,该算法比标准匹配追踪算法具有更快的运算效率及更高的重构精度。利用该算法对风力发电机齿轮箱振动信号进行去噪处理实验。实验结果表明,去噪后信号信噪比可提高5 d B以上,波形特征更加清晰,并且可以在降噪的同时有效保留故障信息。展开更多
互补集合平均经验模态分解(complementary ensemble empirical model decomposition,CEEMD)作为一种时频特征分析方法,可以较好地提取复杂非线性非平稳信号的故障特征,但其存在虚假分量,很大程度限制诊断过程中的准确性。针对该问题,提...互补集合平均经验模态分解(complementary ensemble empirical model decomposition,CEEMD)作为一种时频特征分析方法,可以较好地提取复杂非线性非平稳信号的故障特征,但其存在虚假分量,很大程度限制诊断过程中的准确性。针对该问题,提出一种基于KL散度(Kullback-Leibler divergence,KLD)的CEEMD虚假分量识别方法(KL-CEEMD)。该方法在原有CEEMD方法基础之上,进一步计算各分量IMF与原信号之间的KL散度值,从而量化各分量与原信号之间的相关性。最后通过对各个IMF的KL散度值进行聚类分析,找出虚假分量和真实分量,最终解决CEEMD的虚假分量问题。为验证KL-CEEMD的有效性,研究搭建风力机传动系统振动试验台,基于该方法对实验台实验数据以及仿真数据进行验证性研究,最终证明所提方法可以很好改善CEEMD的虚假分量问题,能够有效提取出故障信号的真实特性。展开更多
Traditional gust load factor(GLF)method,inertial wind load(IWL)method and tri-component method(LRC+IWL)cannot accurately analyze the wind-induced responses of super-large cooling towers,so the real combination formula...Traditional gust load factor(GLF)method,inertial wind load(IWL)method and tri-component method(LRC+IWL)cannot accurately analyze the wind-induced responses of super-large cooling towers,so the real combination formulas of fluctuating wind-induced responses and equivalent static wind loads(ESWLSs)were derived based on structural dynamics and random vibration theory.The consistent coupled method(CCM)was presented to compensate the coupled term between background and resonant response.Taking the super-large cooling tower(H=215 m)of nuclear power plant in Jiangxi Province,China,which is the highest and largest in China,as the example,based on modified equivalent beam-net design method,the aero-elastic model for simultaneous pressure and vibration measurement of super-large cooling tower is firstly carried out.Then,combining wind tunnel test and CCM,the effects of self-excited force on the surface pressures and wind-induced responses are discussed,and the wind-induced response characteristics of background component,resonant component,coupled term between background and resonant response,fluctuating responses,and wind vibration coefficients are discussed.It can be concluded that wind-induced response mechanism must be understood to direct the wind resistant design for super-large cooling towers.展开更多
Rain-wind-induced vibration of cable was studied based on previous research achievements. According to the quasi-steady assumption, the governing equation of vertical motion of the cable was derived and the criterion ...Rain-wind-induced vibration of cable was studied based on previous research achievements. According to the quasi-steady assumption, the governing equation of vertical motion of the cable was derived and the criterion for unstable motion and occurrence mechanism was studied. A comparison was performed between the oscillation responses of the stay cable obtained from calculated model and previous results. The results indicate that the analysis model can reflect the main characteristics of wind-rain-induced vibrationt of the cable which is amplitude- and velocity-restricted, and it is probably related with the periodic vortex shedding of wake flow. It is essential for the occurrence of rain-wind-induced or wind-induced vibration of cable that the derivative of lift coefficient with respect to transient angle of attack is less than zero. When rain-wind-induced vibration occurs, the aerodynamic force has a dual function for the vibration, and the maximum amplitude of stayed-cable is determined by the relative value of aerodynamic exciting force and aerodynamic damping force.展开更多
文摘针对风力机振动信号采集过程中易受噪声影响的问题,提出基于过完备原子库的匹配追踪算法对风机振动信号进行处理。该算法能自适应提取和原子相关的信号结构,从而可实现噪声抑制。在匹配追踪算法处理过程中,利用结合梯度信息的改进的粒子群优化算法来寻找最佳原子。仿真结果表明,该算法比标准匹配追踪算法具有更快的运算效率及更高的重构精度。利用该算法对风力发电机齿轮箱振动信号进行去噪处理实验。实验结果表明,去噪后信号信噪比可提高5 d B以上,波形特征更加清晰,并且可以在降噪的同时有效保留故障信息。
基金Projects(50978203,51208254)supported by the National Natural Science Foundation of ChinaProject(BK2012390)supported by Natural Science Foundation of Jiangsu Province,ChinaProject supported by the Priority Academic Program Development of Jiangsu Higher Education Institutions,China
文摘Traditional gust load factor(GLF)method,inertial wind load(IWL)method and tri-component method(LRC+IWL)cannot accurately analyze the wind-induced responses of super-large cooling towers,so the real combination formulas of fluctuating wind-induced responses and equivalent static wind loads(ESWLSs)were derived based on structural dynamics and random vibration theory.The consistent coupled method(CCM)was presented to compensate the coupled term between background and resonant response.Taking the super-large cooling tower(H=215 m)of nuclear power plant in Jiangxi Province,China,which is the highest and largest in China,as the example,based on modified equivalent beam-net design method,the aero-elastic model for simultaneous pressure and vibration measurement of super-large cooling tower is firstly carried out.Then,combining wind tunnel test and CCM,the effects of self-excited force on the surface pressures and wind-induced responses are discussed,and the wind-induced response characteristics of background component,resonant component,coupled term between background and resonant response,fluctuating responses,and wind vibration coefficients are discussed.It can be concluded that wind-induced response mechanism must be understood to direct the wind resistant design for super-large cooling towers.
基金Project(51078170) supported by the National Natural Science Foundation of ChinaProject(10JDG097) supported by Jiangsu University Talents Funds,China
文摘Rain-wind-induced vibration of cable was studied based on previous research achievements. According to the quasi-steady assumption, the governing equation of vertical motion of the cable was derived and the criterion for unstable motion and occurrence mechanism was studied. A comparison was performed between the oscillation responses of the stay cable obtained from calculated model and previous results. The results indicate that the analysis model can reflect the main characteristics of wind-rain-induced vibrationt of the cable which is amplitude- and velocity-restricted, and it is probably related with the periodic vortex shedding of wake flow. It is essential for the occurrence of rain-wind-induced or wind-induced vibration of cable that the derivative of lift coefficient with respect to transient angle of attack is less than zero. When rain-wind-induced vibration occurs, the aerodynamic force has a dual function for the vibration, and the maximum amplitude of stayed-cable is determined by the relative value of aerodynamic exciting force and aerodynamic damping force.
