Integrated Finite Element Neural Network (I-FENN) for non-local continuum damage mechanics

被引:32
作者
Pantidis, Panos [1 ]
Mobasher, Mostafa E. [1 ]
机构
[1] New York Univ Abu Dhabi, Civil & Urban Engn Dept, POB 129188, Abu Dhabi, U Arab Emirates
关键词
I-FENN; Finite element method; Neural networks; Continuum damage mechanics; Non -local gradient; GRADIENT-ENHANCED DAMAGE; MODEL; FRACTURE; FORMULATION; TRANSPORT; FRAMEWORK;
D O I
10.1016/j.cma.2022.115766
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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 gradientbased 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. We showcase through a series of numerical examples the computational efficiency and generalization capability of I-FENN in the context of non-local continuum damage, and we discuss the future outlook. The PINN training code and associated training data files have been made publicly available online, to enable reproducibility of our results. (c) 2022 Elsevier B.V. All rights reserved.
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页数:42
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