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Uncertainty quantification of fatigue S-N curves with sparse data using hierarchical Bayesian data augmentation

机译:使用分层贝叶斯数据扩充的稀疏数据疲劳S-N曲线的不确定度量化

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A novel statistical uncertainty quantification (UQ) method for fatigue S-N curves with sparse data is proposed in this paper. Sparse data observation is very common in fatigue testing due to various reasons, such as time and budget constraints, availability of testing materials and resources. A brief review of existing UQ methods for fatigue properties with sparse data is given. Following this, a new method, called Hierarchical Bayesian data augmentation (HBDA) is proposed to integrate the hierarchical Bayesian modeling (HBM) and Bayesian data augmentation (BDA) to deal with sparse data problem specifically for fatigue S-N curves. The key idea is to use: (1) HBM for analyzing the variability of S-N curves both within one stress level and across stress levels; (2) BDA to build up a large-size sample of fatigue life data based on the observed sparse samples. Four strategies to estimate the probabilistic S-N curves with sparse data are proposed: (1) hierarchical Bayesian modeling (HBM) only, (2) Bayesian data augmentation (BDA) only, (3) posterior information from HBM used as prior information for BDA (HBM + BDA), and (4) augmented data from BDA used by HBM (BDA + HBM). The strategy (3) and (4) are named HBDA hereafter. Next, the four strategies are validated and compared using aluminum alloy data and laminate panel data from open literature. Convergence study and confidence estimation is performed, and it is shown that the HBDA methods (i.e., HBM + BDA or BDA + HBM) have better performance compared with the classical method and HBM/BDA alone. The performance gain is especially significant when the number of available data samples is small. Finally, the proposed methodology is applied to a practical engineering problem for fatigue property quantification of the demolished Pearl Harbor Memorial Bridge, where only limited samples are available for testing. Conclusions and future work are drawn based on the proposed study.
机译:提出了一种基于稀疏数据的疲劳S-N曲线统计不确定性量化方法。由于时间和预算限制,测试材料和资源的可用性等多种原因,稀疏数据观察在疲劳测试中非常普遍。简要概述了现有的UQ方法的稀疏数据疲劳性能。在此之后,提出了一种新的方法,称为层次贝叶斯数据增强(HBDA),以集成层次贝叶斯建模(HBM)和贝叶斯数据增强(BDA)来专门针对疲劳S-N曲线的稀疏数据问题。关键思想是使用:(1)HBM分析一个应力水平内和跨应力水平的S-N曲线的变异性; (2)BDA根据所观察到的稀疏样本建立疲劳寿命数据的大样本。提出了四种用稀疏数据估计概率SN曲线的策略:(1)仅贝叶斯建模(HBM),(2)仅贝叶斯数据扩充(BDA),(3)来自HBM的后验信息用作BDA的先验信息( HBM + BDA),以及(4)HBM使用的BDA扩充数据(BDA + HBM)。以下将策略(3)和(4)命名为HBDA。接下来,使用来自公开文献的铝合金数据和层压板数据对四种策略进行了验证和比较。进行了收敛性研究和置信度估计,结果表明HBDA方法(即HBM + BDA或BDA + HBM)与传统方法和单独的HBM / BDA相比具有更好的性能。当可用数据样本的数量很少时,性能提升尤其重要。最后,将所提出的方法应用于实际工程问题,以对已拆除的珍珠港纪念桥进行疲劳性能量化,在该工程中,只有有限的样本可供测试。根据拟议的研究得出结论和未来的工作。

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