Prediction of Crack Propagation Based on Dynamic Bayesian Network

Qi Chang, Lele Chen, Heng Zhao, Fangqin Xie
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Abstract

Aiming at the problem of inaccurate prediction of fatigue crack propagation due to uncertain factors, a method based on Dynamic Bayesian Network (DBN) is proposed in this paper. A crack propagation simulation model is established in the finite element analysis software ABAQUS. The Paris formula is combined with the finite element model(FEM) of the crack propagation to establish the state equation. And the crack propagation prediction model is constructed based on the uncertain parameters defined in the FEM. The strain sensors are adopted to monitor the crack propagation. The strain data and the crack length data are fitted into a function to construct a fatigue crack observation model, and the particle filter algorithm is used to revise the uncertain parameters and to predict the crack propagation. The experimental research shows that the model can be revised continuously through the DBN. The accuracy of prediction for the rest usage life(RUL) of the structure can be improved greatly. The credibility and validity of the method are also proved.
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基于动态贝叶斯网络的裂纹扩展预测
针对不确定因素导致疲劳裂纹扩展预测不准确的问题,提出了一种基于动态贝叶斯网络(DBN)的疲劳裂纹扩展预测方法。在有限元分析软件ABAQUS中建立了裂纹扩展仿真模型。将Paris公式与裂纹扩展的有限元模型相结合,建立了裂纹扩展状态方程。基于有限元中定义的不确定参数,建立了裂纹扩展预测模型。采用应变传感器监测裂纹扩展。将应变数据和裂纹长度数据拟合成函数,建立疲劳裂纹观测模型,并采用粒子滤波算法对不确定参数进行修正,预测裂纹扩展。实验研究表明,该模型可以通过DBN进行连续修正。可以大大提高结构剩余使用寿命预测的精度。验证了该方法的可靠性和有效性。
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