基于机器学习的钢筋混凝土剪力墙分层壳单元参数优化

PARAMETER OPTIMIZATION OF LAYERED SHELL ELEMENT OF REINFORCED CONCRETE SHEAR WALL BASED ON MACHINE LEARNING

  • 摘要: 分层壳单元是模拟二维结构构件的有效工具,机器学习的发展为传统分层壳模型的优化分析提供了新的选择。本研究使用机器学习方法对钢筋混凝土剪力墙结构进行高效精细数值模拟。首先,基于开发的分层壳程序,对不同的机器学习方法和损失函数进行了比较,最终选取了粒子群优化算法和L1损失函数。然后,根据机器学习优化方法实现了本构参数的分析,并使用多个数值模型验证了所提出的分层壳模型和机器学习优化方法的稳定性和准确性。最后,根据试验和数值模拟的结果得到钢筋混凝土剪力墙有限元分析的参数推荐值,形成一种新型的高精度、高效和通用的计算模型。

     

    Abstract: Layered shell modelling is an effective tool for the efficient simulation of two-dimensional structural members. As machine learning (ML) provides a novel alternative for the optimization analysis of the traditional layered shell model, it has been widely used in civil engineering applications. This study focuses on the accurate numerical simulation of reinforced concrete (RC) shear wall structures using the ML method. First, different ML methods and loss functions were compared, and the adopted optimization method was based on the particle swarm optimization and L1 loss function. The analysis of constitutive parameters was realized according to the optimization of the ML algorithm. Multiple numerical models were used to verify the stability and accuracy of the proposed layered shell model and ML method. Finally, the results obtained from comprehensive experimental research and numerical simulations were used to determine the recommended values of parameters for finite element analysis of RC shear walls to produce a novel high-precision, efficient, and universal calculation model.

     

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