Prognostic modelling of crack growth in a tensioned steel band

被引:42
作者
Swanson, DC [1 ]
Spencer, JM [1 ]
Arzoumanian, SH [1 ]
机构
[1] Penn State Univ, Appl Res Lab, State Coll, PA 16804 USA
关键词
D O I
10.1006/mssp.2000.1324
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The general problem of identifying the condition of a structure or machine, and in particular its vibration signature, as a means to optimise maintenance costs and reliability is currently of great interest. This work presents a method for predicting the state of damage in the future for prognostic maintenance, rather than just identifying the current state of damage for diagnostic maintenance. Prognostics carries great economic importance because it allows the assessment of the likelihood of failure as a function of future time in terms of past and current conditions. We present an experimental example using the modal response of a notched, tensioned, steel band undergoing broadband vibration excitation to propagate cracks across the notched area until failure. The natural modes of the band are monitored during fatigue and the modal frequency shifts are used as a prognostic observable. A Kalman filter is then used track these modal frequency shifts and predict the likelihood and time when the amount of frequency shift is indicative of imminent failure. As a practical approach for prognostics of the band failure, we examine whether the modal frequencies are converging towards a stable state (such as during the break-in period), or diverging away from a stable state. A new probability density function for the remaining useful life is derived from the kinematic model. This method of using the kinematic state of a damage observable for failure prognostics can be extended to any dynamical system with observable features which correlate with damage or fatigue state. (C) 2000 Academic Press.
引用
收藏
页码:789 / 803
页数:15
相关论文
共 13 条
  • [1] Anderson T. L., 1995, FRACTURE MECH FUNDAM
  • [2] AZOUMANIAN S, 1999, THESIS PENNSYLVANIA
  • [3] Bar-Shalom Yaakov., 1993, ESTIMATION TRACKING
  • [4] BILLINTON ROY., 1983, Reliability Evaluation of Engineering Systems
  • [5] BURDIC WS, 1991, UNDERWATER ACOUSTIC, P262
  • [6] GELB A, 1986, APPL OPTIMAL ESTIMAT
  • [7] KOEHN D, 1996, THESIS PENNSYLVANIA
  • [8] MCCALLION H, 1973, VIBRATION LINEAR MEC
  • [9] CRACK-INDUCED CHANGES IN EIGENPARAMETERS OF BEAM STRUCTURES
    MORASSI, A
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1993, 119 (09): : 1798 - 1803
  • [10] IDENTIFICATION OF CRACK LOCATION AND MAGNITUDE IN A CANTILEVER BEAM FROM THE VIBRATION MODES
    RIZOS, PF
    ASPRAGATHOS, N
    DIMAROGONAS, AD
    [J]. JOURNAL OF SOUND AND VIBRATION, 1990, 138 (03) : 381 - 388