The numerical modeling of thin shell structures is a challenge, which has been met by a variety of finite element (FE) and other formulations -- many of which give rise to new challenges, from complex implementations to artificial locking. As a potential alternative, we use machine learning and present a Physics-Informed Neural Network (PINN) to predict the small-strain response of arbitrarily curved shells. To this end, the shell midsurface is described by a chart, from which the mechanical fields are derived in a curvilinear coordinate frame by adopting Naghdi's shell theory. Unlike in typical PINN applications, the corresponding strong or weak form must therefore be solved in a non-Euclidean domain. We investigate the performance of the proposed PINN in three distinct scenarios, including the well-known Scordelis-Lo roof setting widely used to test FE shell elements against locking. Results show that the PINN can accurately identify the solution field in all three benchmarks if the equations are presented in their weak form, while it may fail to do so when using the strong form. In the thin-thickness limit, where classical methods are susceptible to locking, training time notably increases as the differences in scaling of the membrane, shear, and bending energies lead to adverse numerical stiffness in the gradient flow dynamics. Nevertheless, the PINN can accurately match the ground truth and performs well in the Scordelis-Lo roof benchmark, highlighting its potential for a drastically simplified alternative to designing locking-free shell FE formulations.
翻译:薄壳结构的数值模型是一个挑战,它由各种限定元素(FE)和其他配方 -- -- 其中很多都带来了新的挑战,从复杂的执行到人工锁定。作为一个可能的替代方案,我们使用机器学习并推出物理化神经网络(PINN)来预测任意弯曲壳的小规模外壳反应。为此,空壳中层由一张图表描述,通过采用纳格迪的空壳理论,机械字段在卷轴协调框中产生。与典型的PINN应用不同,相应的强弱形式必须用非欧洲的域解决。我们用三种不同的方案来调查拟议PINN的性能,包括众所周知的Sordelis-Lo屋顶设置,用来测试任意弯曲的外壳外壳元素。结果显示,如果方程式以较弱的形式显示,则机械字段可以精确地在所有三个基准中确定解决方案字段。与典型的PINN应用程序不同,因此,相应的坚固或弱形式必须用非欧洲域域域域域域域域域域域域域域的固定化形式解决相应的强弱或弱形式。在三种不同的情况下,在三种不同的情景基底基底基底线上,在精确度上,在精确度上可以进行精确度上进行精确度的变变变变变变变变变变变,因此,在精确的轨变的轨变变变变的轨道上可以使,在精确度上演变的轨道上演变的精确度上演变的精确度上变的精确度上演。