Face-Shear Single-Mode Guided Wave for Prediction of Double-Ended Fatigue Crack Propagation Using Particle Filter Method

Fatigue cracks pose a serious safety risk in offshore platform steel structures. Studying fatigue crack prediction is crucial for ensuring structural safety during service. Currently, a prediction method based on guided wave monitoring and particle filter prediction is widely used for predicting fatigue crack propagation. However, this method is limited by the multi-modal characteristics of guided waves, making it difficult to extract features from the crack reflection signals. Additionally, it is only suitable for single-ended fatigue cracks, which complicates direct application to double-ended fatigue cracks. In this context, this paper proposes a novel particle filter prediction algorithm based on the single-mode shear horizontal (SH) guided wave and double-ended fatigue crack growth state model. First, a Face-Shear-type Lead Zirconate Titanate(PbZrTiO₃, PZT) probe is designed to excite the single-mode SH guided wave, and an observation model is established based on the reflected signals from the cracks. Second, the state model of fatigue crack growth is constructed by obtaining crack length growth data through fatigue tests. Finally, the accuracy of the proposed method is validated through an experimental study. The experimental results show that the average prediction error in the propagation length of the fatigue crack is 1.1%.

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Publication Details

Journal
IEEE Transactions on Instrumentation and Measurement
Published
2025-01-01
DOI
https://doi.org/10.1109/tim.2025.3612552
Citations
4
Primary Topic
Ultrasonics and Acoustic Wave Propagation
Type
article
Field-Weighted Citation Impact
3.45
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article

Face-Shear Single-Mode Guided Wave for Prediction of Double-Ended Fatigue Crack Propagation Using Particle Filter Method

Xiangyang Wang, Shejuan Xie, Jianxi Ding, Jianming Zhao et al.
4 citations
IEEE Transactions on Instrumentation and Measurement
Ultrasonics and Acoustic Wave Propagation
3.45
article

Face-Shear Single-Mode Guided Wave for Prediction of Double-Ended Fatigue Crack Propagation Using Particle Filter Method

Xiangyang Wang, Shejuan Xie, Jianxi Ding, Jianming Zhao, Qinyu Chen, Xin’an Yuan, Baoping Cai, Dong Hu, Jianchao Zhao, Xiaokang Yin, Wei Li, Xiao Li, Zhiren Wang, Xihe Zhang
article en
4 citations

Abstract

Fatigue cracks pose a serious safety risk in offshore platform steel structures. Studying fatigue crack prediction is crucial for ensuring structural safety during service. Currently, a prediction method based on guided wave monitoring and particle filter prediction is widely used for predicting fatigue crack propagation. However, this method is limited by the multi-modal characteristics of guided waves, making it difficult to extract features from the crack reflection signals. Additionally, it is only suitable for single-ended fatigue cracks, which complicates direct application to double-ended fatigue cracks. In this context, this paper proposes a novel particle filter prediction algorithm based on the single-mode shear horizontal (SH) guided wave and double-ended fatigue crack growth state model. First, a Face-Shear-type Lead Zirconate Titanate(PbZrTiO₃, PZT) probe is designed to excite the single-mode SH guided wave, and an observation model is established based on the reflected signals from the cracks. Second, the state model of fatigue crack growth is constructed by obtaining crack length growth data through fatigue tests. Finally, the accuracy of the proposed method is validated through an experimental study. The experimental results show that the average prediction error in the propagation length of the fatigue crack is 1.1%.

IEEE Transactions on Instrumentation and MeasurementVol. 74
Qingdao University of Science and Technology (CN), China National Offshore Oil Corporation (China) (CN), China University of Petroleum, East China (CN), China Academy of Launch Vehicle Technology (CN), Xi'an Jiaotong University (CN)
Openalex Percentile: Top 7%
Ultrasonics and Acoustic Wave Propagation
3.45
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