基于双时变Fick定律的深度学习模型预测混凝土材料性能及离子扩散

STUDY ON CONCRETE PROPERTIES AND ION DIFFUSION USING DEEP LEARNING MODELS BASED ON DUAL TIME-DEPENDENT FICK'S LAW

  • 摘要: 离子侵蚀是影响混凝土结构耐久性的关键因素,准确预测混凝土结构内部的离子扩散对结构耐久性研究至关重要。该研究基于Fick第二定律,考虑混凝土表面离子浓度和扩散系数的时变特性,构建双时变Fick第二定律控制方程。搭建嵌入物理信息神经网络(PINNs)框架,进一步引入贝叶斯优化,优化PINNs结构,从而高效求解离子侵蚀扩散演化规律,并评估混凝土材料性能及服役环境。研究采用COMSOL数值模拟验证所提出PINNs模型的求解精度。通过参数分析揭示混凝土内部离子侵蚀的时空演化规律,并对比不同理论模型对侵蚀扩散求解结果的影响。结果表明:与双时变Fick定律相比,基于传统Fick定律计算低估了结构外侧的离子浓度,而高估了结构内侧离子浓度,证明了考虑双时变Fick第二定律的必要性。

     

    Abstract: Ion erosion is a key factor affecting the durability of concrete structures. Accurately predicting the ion diffusion within concrete is crucial for structural durability studies. A dual time-varying Fick's second law governing equation is constructed, which considers time-dependent characteristics of surface ion concentration and diffusion coefficient. A physics-informed neural networks (PINNs) framework is developed to solve the ion erosion diffusion. Bayesian optimization is used to optimize the PINNs structure, improving the solution efficiency. The PINNs model is used to solve the evolution of ion erosion diffusion and to evaluate the performance of concrete materials and service environments. The proposed model's accuracy is validated by COMSOL numerical simulations. Parameter analysis reveals the spatiotemporal evolution of ion erosion within concrete. The effects of different theoretical models on erosion diffusion solutions are compared. The study results show that, compared to the dual time-varying Fick's law, the traditional Fick's law underestimates the ion concentration on the outer side of the structure. It also overestimates the ion concentration on the inner side of the structure. Those findings demonstrate the necessity of considering the dual time-varying Fick's second law.

     

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