LGCEApr 26, 2022

A physics-informed deep neural network for surrogate modeling in classical elasto-plasticity

arXiv:2204.12088v187 citationsh-index: 28
Originality Incremental advance
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This work addresses surrogate modeling challenges in computational mechanics for materials like sands and metals, offering a model-independent framework that is incremental in its approach.

The paper tackles surrogate modeling for classical elasto-plasticity by developing a physics-informed deep neural network (EPNN) that embeds key physics aspects, resulting in more efficient training with less data and enhanced extrapolation capabilities for unseen loading regimes.

In this work, we present a deep neural network architecture that can efficiently approximate classical elasto-plastic constitutive relations. The network is enriched with crucial physics aspects of classical elasto-plasticity, including additive decomposition of strains into elastic and plastic parts, and nonlinear incremental elasticity. This leads to a Physics-Informed Neural Network (PINN) surrogate model named here as Elasto-Plastic Neural Network (EPNN). Detailed analyses show that embedding these physics into the architecture of the neural network facilitates a more efficient training of the network with less training data, while also enhancing the extrapolation capability for loading regimes outside the training data. The architecture of EPNN is model and material-independent, i.e. it can be adapted to a wide range of elasto-plastic material types, including geomaterials and metals; and experimental data can potentially be directly used in training the network. To demonstrate the robustness of the proposed architecture, we adapt its general framework to the elasto-plastic behavior of sands. We use synthetic data generated from material point simulations based on a relatively advanced dilatancy-based constitutive model for granular materials to train the neural network. The superiority of EPNN over regular neural network architectures is explored through predicting unseen strain-controlled loading paths for sands with different initial densities.

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