Differentiable finite element method with Galerkin discretization for fast and accurate inverse analysis of multidimensional heterogeneous engineering structures

IF 7.3 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Computer Methods in Applied Mechanics and Engineering Pub Date : 2025-03-15 Epub Date: 2025-01-22 DOI:10.1016/j.cma.2025.117755
Xi Wang , Zhen-Yu Yin , Wei Wu , He-Hua Zhu
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Abstract

Physics-informed neural networks (PINNs) are well-regarded for their capabilities in inverse analysis. However, efficient convergence is hard to achieve due to the necessity of simultaneously handling physics constraints, data constraints, blackbox weights, and blackbox biases. Consequently, PINNs are highly challenged in the inverse analysis of unknown boundary loadings and heterogeneous material parameters, particularly for three-dimensional engineering structures. To address these limitations, this study develops a novel differentiable finite element method (DFEM) based on Galerkin discretization for diverse inverse analysis. The proposed DFEM directly embeds the weak form of the partial differential equation into a discretized and differentiable computational graph, yielding a loss function from fully interpretable trainable parameters. Moreover, the labeled data, including boundary conditions, are strictly encoded into the computational graph without additional training. Finally, two benchmarks validate the DFEM's superior efficiency and accuracy: (1) With only 0.3 % training iterations, the DFEM can achieve an accuracy three orders of magnitude higher for the inverse analysis of unknown loadings. (2) With a training time five orders of magnitude faster, the DFEM is validated to be five orders of magnitude more accurate in determining unknown material parameters. Furthermore, two cases validate DFEM as effective for three-dimensional engineering structures: (1) A damaged cantilever beam characterized by twenty heterogeneous materials with forty unknown parameters is efficiently solved. (2) A tunnel lining ring with sparse noisy data under unknown heterogeneous boundary loadings is successfully analyzed. These problems are solved in seconds, corroborating DFEM's potential for engineering applications. Additionally, the DFEM framework can be generalized to a Physics-Encoded Numerical Network (PENN) for further development and exploration.
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基于伽辽金离散化的可微有限元法用于多维非均质工程结构的快速精确逆分析
物理信息神经网络(pinn)因其在逆分析中的能力而受到广泛关注。然而,由于需要同时处理物理约束、数据约束、黑盒权重和黑盒偏差,因此很难实现有效的收敛。因此,在未知边界载荷和非均质材料参数的逆分析中,特别是在三维工程结构中,pinn受到了很大的挑战。针对这些局限性,本研究提出了一种基于伽辽金离散化的可微有限元方法(DFEM)。所提出的DFEM直接将偏微分方程的弱形式嵌入到离散的可微计算图中,产生由完全可解释可训练参数组成的损失函数。此外,包括边界条件在内的标记数据被严格编码到计算图中,而无需额外的训练。最后,两个基准测试验证了DFEM优越的效率和精度:(1)仅用0.3%的训练迭代,DFEM对未知负载的逆分析精度就提高了三个数量级。(2)训练时间提高了5个数量级,验证了DFEM在确定未知材料参数方面的准确性提高了5个数量级。此外,两个实例验证了DFEM对三维工程结构的有效性:(1)有效地求解了具有20种非均质材料和40个未知参数的损伤悬臂梁。(2)成功地分析了未知非均质边界荷载下具有稀疏噪声数据的隧道衬砌环。这些问题在几秒钟内解决,证实了DFEM在工程应用中的潜力。此外,DFEM框架可以推广到物理编码数值网络(physical - encoded Numerical Network, PENN),以供进一步开发和探索。
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来源期刊
CiteScore
12.70
自引率
15.30%
发文量
719
审稿时长
44 days
期刊介绍: Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.
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