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Deep residual U-net with input of static structural responses for efficient U* load transfer path analysis

机译:深度剩余U-NET,具有静态结构响应的输入,高效U *负载转移路径分析

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摘要

U* index theory is widely used to illustrate the load transfer paths inside an engineering structure. However, the conventional U* load transfer path analysis based on the finite element method is computationally demanding especially for large-scale structures. In this research, a convolutional neural network based on the architecture of residual U-Net is introduced to realize high-efficiency U* estimation of plate-type structures with arbitrary dimensions, boundary conditions, and loading conditions for the first time. Besides the geometrical information of the structures, the static structural responses including the feature maps of nodal displacement and stress are involved in the network input. Different input data combinations are experimented to study how they contribute to the model training. It is noticed that the stress and displacement data can significantly lower the output errors in U* prediction, and the geometrical information helps in noise reduction in U* contour graphs. The proposed method is tested with homogeneous plates and functionally graded plates respectively indicating its remarkable performance in load transfer path prediction. Moreover, this method shortens the U* calculation time by over 95% compared to the conventional finite element method. The improved efficiency of load transfer path analysis greatly facilitates the implementation of structural analysis, design, and optimization.
机译:U *指数理论被广泛用于说明工程结构内的负载传输路径。然而,基于有限元方法的传统U *负载传输路径分析是计算尤其需要对大规模结构的计算要求。在该研究中,引入了基于残留U-Net架构的卷积神经网络,以实现具有任意尺寸,边界条件和加载条件的高效U *估计。除了结构的几何信息之外,包括节点位移和应力的特征图的静态结构响应涉及网络输入。不同的输入数据组合是实验研究它们如何为模型培训做出贡献。注意,应力和位移数据可以显着降低U *预测中的输出误差,并且几何信息有助于U *轮廓图中的降噪。所提出的方法用均匀的板和功能梯度的平板测试,分别表示其在负载转移路径预测中的显着性能。此外,与传统的有限元方法相比,该方法缩短了U *计算时间以上超过95%。载荷转移路径分析的提高效率大大促进了结构分析,设计和优化的实现。

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