This study presents a computational framework for global local structural analysis of ship hull girders that integrates an equivalent single layer (ESL) model with a graph neural network (GNN). A coarse mesh homogenized ESL model efficiently predicts the global displacement field, from which degrees of freedom (DOFs) along stiffened panel boundaries are extracted. A global to local DOF mapping and reconstruction procedure is developed to recover detailed boundary kinematics for local analysis. The reconstructed DOFs, together with panel geometry and loading, serve as inputs to a heterogeneous graph transformer (HGT), a subtype of GNN, which rapidly and accurately predicts the detailed stress and displacement fields for any panel within the hull girder. The HGT is trained using high fidelity 3D panel finite element model with reconstructed boundary conditions, enabling it to generalize across varying panel geometries, loadings, and boundary behaviors. Once trained, the framework requires only the global ESL solution in order to generate detailed local responses, making it highly suitable for optimization. Validation on three box beam case studies demonstrates that the global prediction error is governed by the coarse mesh ESL solution, while the HGT maintains high local accuracy and clearly outperforms conventional ESL based stress estimation method.
翻译:本研究提出了一种用于船体梁全局-局部结构分析的计算框架,该框架将等效单层模型与图神经网络相集成。粗网格均质化ESL模型可高效预测全局位移场,从中提取加筋板边界处的自由度。通过开发的全局-局部自由度映射与重构流程,可恢复用于局部分析的详细边界运动学信息。重构的自由度与板格几何及载荷共同作为异构图变换器——一种GNN子模型——的输入,该模型能够快速精确地预测船体梁内任意板格的详细应力与位移场。HGT采用具有重构边界条件的高保真三维板格有限元模型进行训练,使其能够泛化至不同板格几何、载荷及边界行为。训练完成后,该框架仅需全局ESL解即可生成详细的局部响应,因而非常适用于优化设计。通过三个箱型梁案例验证表明:全局预测误差受粗网格ESL解控制,而HGT保持较高的局部精度,其性能明显优于传统的基于ESL的应力估计方法。