用物理约束的机器学习预测非均匀载荷下材料疲劳寿命
Physics-based machine learning for fatigue lifetime prediction under non-uniform loading scenarios
- 将实验物理规律嵌入神经网络架构,提升预测精度
- 在数据有限时仍能准确模拟损伤累积过程
- 适合工程结构实时评估与数字孪生系统集成
在非均匀载荷历史下,载荷顺序对结构耐久性有重要影响,准确预测循环载荷下结构的寿命至关重要。传统疲劳仿真计算成本高昂,亟需高效建模方法。本文提出基于物理的机器学习(ϕML)方法,设计一种前馈神经网络(FFNN),直接将实验证据中的物理约束嵌入网络结构以增强预测准确性。模型基于物理驱动的各向异性连续损伤疲劳模型生成的数值仿真数据进行训练,并在单轴压缩下混凝土圆柱试件的实验疲劳数据上完成校准与验证。相比纯数据驱动的神经网络,该方法在训练数据有限的情况下表现出更优的预测性能,能实现损伤演化的合理模拟。进一步开发出通用算法,成功应用于多载荷范围复杂加载场景下的疲劳寿命预测。ϕML模型作为替代模型,可有效捕捉载荷转换过程中的损伤演化。该算法用于研究多重载荷过渡对累积疲劳寿命的影响,其预测趋势与近期实验研究结果一致。本工作证明ϕML在工程结构中实现高效可靠疲劳寿命预测的潜力,可集成至数字孪生系统实现实时评估。
原文摘要 · Abstract (English)
Accurate lifetime prediction of structures subjected to cyclic loading is vital, especially in scenarios involving non-uniform loading histories where load sequencing critically influences structural durability. Addressing this complexity requires advanced modeling approaches capable of capturing the intricate relationship between loading sequences and fatigue lifetime. Traditional fatigue simulations are computationally prohibitive, necessitating more efficient methods. This study highlights the potential of physics-based machine learning ($ϕ$ML) to predict the fatigue lifetime of materials. Specifically, a FFNN is designed to embed physical constraints from experimental evidence directly into its architecture to enhance prediction accuracy. It is trained using numerical simulations generated by a physically based anisotropic continuum damage fatigue model. The model is calibrated and validated against experimental fatigue data of concrete cylinder specimens tested in uniaxial compression. The proposed approach demonstrates superior accuracy compared to purely data-driven neural networks, particularly in situations with limited training data, achieving realistic predictions of damage accumulation. Thus, a general algorithm is developed and successfully applied to predict fatigue lifetimes under complex loading scenarios with multiple loading ranges. Hereby, the $ϕ$ML model serves as a surrogate to capture damage evolution across load transitions. The $ϕ$ML based algorithm is subsequently employed to investigate the influence of multiple loading transitions on accumulated fatigue life, and its predictions align with trends observed in recent experimental studies. This work demonstrates $ϕ$ML as a promising technique for efficient and reliable fatigue life prediction in engineering structures, with possible integration into digital twin models for real-time assessment.
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