Fatigue Crack Growth Prognosis With the Particle Filter and On-Line Guided Wave Structural Monitoring Data

Jian Chen, S. Yuan, Lei Qiu, Yuanqiang Ren
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Abstract

Prognostics and health management (PHM) techniques have been widely studied in recent years to increase reliability, availability, safety, and reducing maintenance costs of safe-critical systems, like aircraft and power plants. In these systems, fatigue cracking is still one of the most widespread problems affecting structural safety. However, it is difficult to determine the structure’s fatigue life of an individual system due to uncertainties arising from various sources such as intrinsic material properties, loading, and environmental factors. Even fatigue lives of the same specimens under laboratory tests have large dispersion. To deal with this problem, this paper introduces a fatigue crack growth prognosis method with the particle filter (PF) and on-line guided wave structural health monitoring (SHM) data. The guided wave-based SHM technique is adopted for on-line monitoring the presence and size of the fatigue crack. Besides, the monitored data is sequentially combined for correcting a physical fatigue crack growth model within the PF algorithm. Finally, the data of the fatigue tests of the hole-edge crack is used for demonstrating the proposed method.
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基于粒子滤波和在线导波结构监测数据的疲劳裂纹扩展预测
近年来,预测和健康管理(PHM)技术得到了广泛的研究,以提高飞机和发电厂等安全关键系统的可靠性、可用性、安全性和降低维护成本。在这些体系中,疲劳开裂仍然是影响结构安全的最普遍问题之一。然而,由于各种来源的不确定性,如材料的固有特性、载荷和环境因素,很难确定单个系统的结构疲劳寿命。即使在实验室试验中,同一试样的疲劳寿命也存在较大的离散性。针对这一问题,提出了一种基于粒子滤波(PF)和在线导波结构健康监测(SHM)数据的疲劳裂纹扩展预测方法。采用基于导波的SHM技术对疲劳裂纹的存在和尺寸进行在线监测。此外,将监测数据按顺序组合,在PF算法中修正物理疲劳裂纹扩展模型。最后,用孔边裂纹的疲劳试验数据对所提出的方法进行了验证。
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