论文标题
非本地连续损伤机制的综合有限元神经网络(I-FENN)
Integrated Finite Element Neural Network (I-FENN) for non-local continuum damage mechanics
论文作者
论文摘要
我们提出了一个新的综合元件神经网络框架(I-FENN),目的是加速非线性计算力学问题的数值解决方案。我们利用神经网络(NNS)的快速预测能力将它们嵌入有限的元素刚度函数中,以计算元素级状态变量及其在非线性的,迭代的数值解决方案中。此过程是使用涉及形状函数的常规有限元方法共同进行的:NN接收类似于材料点变形的输入数据,其输出用于构建元素级场变量,例如元素jacobian矩阵和残差向量。在这里,我们向I-Fenn介绍了准脆性材料的连续破坏分析,并建立了一个新的非本地梯度损坏框架,该框架以局部损坏方法为代价。首先,我们开发了一个知情的神经网络(PINN),以类似于非本地梯度模型,然后我们离线训练神经网络。该网络学会了在每个材料点上预测非本地当量应变,以及相对于局部菌株的导数。然后,将PINN集成在元素刚度定义中,并进行局部至非本地应变变换,而两个PINN输出用于构建元素Jacobian矩阵和残留矢量。此过程是在非线性求解器内进行的,直到达到数值收敛为止。最终的方法具有常规局部损害方法的计算成本,但可确保与网格无关的结果以及扩散的非本地应变和损害概况。结果,所提出的方法解决了局部和非本地梯度方法的重要缺点,分别是网格依赖性和额外的计算成本。
We present a new Integrated Finite Element Neural Network framework (I-FENN), with the objective to accelerate the numerical solution of nonlinear computational mechanics problems. We leverage the swift predictive capability of neural networks (NNs) and we embed them inside the finite element stiffness function, to compute element-level state variables and their derivatives within a nonlinear, iterative numerical solution. This process is conducted jointly with conventional finite element methods that involve shape functions: the NN receives input data that resembles the material point deformation and its output is used to construct element-level field variables such as the element Jacobian matrix and residual vector. Here we introduce I-FENN to the continuum damage analysis of quasi-brittle materials, and we establish a new non-local gradient-based damage framework which operates at the cost of a local damage approach. First, we develop a physics informed neural network (PINN) to resemble the non-local gradient model and then we train the neural network offline. The network learns to predict the non-local equivalent strain at each material point, as well as its derivative with respect to the local strain. Then, the PINN is integrated in the element stiffness definition and conducts the local to non-local strain transformation, whereas the two PINN outputs are used to construct the element Jacobian matrix and residual vector. This process is carried out within the nonlinear solver, until numerical convergence is achieved. The resulting method bears the computational cost of the conventional local damage approach, but ensures mesh-independent results and a diffused non-local strain and damage profile. As a result, the proposed method tackles the vital drawbacks of both the local and non-local gradient method, respectively being the mesh-dependence and additional computational cost.