In this paper, a deep collocation method (DCM) for thin plate bending problems is proposed. This method takes advantage of computational graphs and backpropagation algorithms involved in deep learning. Besides, the proposed DCM is based on a feedforward deep neural network (DNN) and differs from most previous applications of deep learning for mechanical problems. First, batches of randomly distributed collocation points are initially generated inside the domain and along the boundaries. A loss function is built with the aim that the governing partial differential equations (PDEs) of Kirchhoff plate bending problems, and the boundary/initial conditions are minimised at those collocation points. A combination of optimizers is adopted in the backpropagation process to minimize the loss function so as to obtain the optimal hyperparameters. In Kirchhoff plate bending problems, the C1 continuity requirement poses significant difficulties in traditional mesh-based methods. This can be solved by the proposed DCM, which uses a deep neural network to approximate the continuous transversal deflection, and is proved to be suitable to the bending analysis of Kirchhoff plate of various geometries.
翻译:在本文中,提出了对薄板弯曲问题的深层合用法(DCM),该方法利用了深层学习所涉及的计算图表和反向偏移算法;此外,拟议的DCM以进取式深神经网络为基础,不同于以往对机械问题的大部分深层学习应用。首先,在域内和边界沿线最初生成了一批随机分布式合用点。损失功能的构建,目的是使基尔恰夫板弯曲问题和边界/初始条件的调节部分偏差方程(PDEs)最小化。在后向式调整过程中采用了优化器组合,以尽量减少损失功能,从而获得最佳的超光度计。在基尔赫霍夫板块弯曲问题中,C1连续性要求对传统的网状方法造成了严重困难。这可以通过拟议的DCM解决,它使用深层的内线网来估计连续的转弯曲,并被证明适合Kirchhoff板的各种地貌板的弯曲分析。