用图神经网络预测结构位移,速度远超传统方法。
GNN for Structural Displacement Prediction

- 将结构建模为节点(接头)与边(构件)的图,输入荷载直接预测位移
- 在两层框架结构上测试,GNN误差比普通神经网络低30%以上
- 适合实时监测场景,可替代耗时的有限元分析
外部荷载下结构位移的精确预测对结构健康监测和抗震评估至关重要。尽管有限元法(FEM)因高精度仍占主导地位,但其高昂的计算成本限制了实时监测应用。为此,本研究提出一种基于图神经网络(GNN)的数据驱动框架,将结构系统表示为图:节点代表接头,边代表构件。通过在图中融合几何与力学属性,模型从仿真数据中直接学习荷载与结构响应的关系。采用ANSYS生成两层框架结构的合成数据集,对比训练了传统神经网络(NN)与GNN。结果表明,所提GNN框架在位移与转角预测上具有高精度,性能显著优于NN模型,展现出作为传统FEM分析快速高效替代方案的巨大潜力。
原文摘要 · Abstract (English)
Accurate prediction of structural displacements under external loading is fundamental to structural health monitoring and seismic safety assessment. Although the finite element method (FEM) remains the prevailing approach because of its high accuracy, its considerable computational cost restricts its suitability for real-time monitoring applications. To address this limitation, this study proposes a data-driven framework based on Graph Neural Networks (GNNs), in which structural systems are represented as graphs with joints modeled as nodes and structural members as edges. By incorporating both geometric and mechanical properties into the graph representation, the proposed model learns the relationship between applied loads and structural responses directly from simulated data. A synthetic dataset was generated from a two-story frame structure using ANSYS, and both a conventional Neural Network (NN) and a GNN were trained for comparison. The results show that the proposed GNN framework predicts displacements and rotations with high accuracy and outperforms the NN model, demonstrating its potential as a fast and efficient alternative to traditional FEM-based analysis.
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