A spatiotemporal deep learning framework for prediction of crack dynamics in heterogeneous solids: efficient mapping of concrete microstructures to its fracture properties

Rasoul Najafi Koopas, Shahed Rezaei, Natalie Rauter, Richard Ostwald, Rolf Lammering
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Abstract

A spatiotemporal deep learning framework is proposed that is capable of 2D full-field prediction of fracture in concrete mesostructures. This framework not only predicts fractures but also captures the entire history of the fracture process, from the crack initiation in the interfacial transition zone to the subsequent propagation of the cracks in the mortar matrix. In addition, a convolutional neural network is developed which can predict the averaged stress-strain curve of the mesostructures. The UNet modeling framework, which comprises an encoder-decoder section with skip connections, is used as the deep learning surrogate model. Training and test data are generated from high-fidelity fracture simulations of randomly generated concrete mesostructures. These mesostructures include geometric variabilities such as different aggregate particle geometrical features, spatial distribution, and the total volume fraction of aggregates. The fracture simulations are carried out in Abaqus, utilizing the cohesive phase-field fracture modeling technique as the fracture modeling approach. In this work, to reduce the number of training datasets, the spatial distribution of three sets of material properties for three-phase concrete mesostructures, along with the spatial phase-field damage index, are fed to the UNet to predict the corresponding stress and spatial damage index at the subsequent step. It is shown that after the training process using this methodology, the UNet model is capable of accurately predicting damage on the unseen test dataset by using 470 datasets. Moreover, another novel aspect of this work is the conversion of irregular finite element data into regular grids using a developed pipeline. This approach allows for the implementation of less complex UNet architecture and facilitates the integration of phase-field fracture equations into surrogate models for future developments.
用于预测异质固体裂缝动力学的时空深度学习框架:混凝土微结构与其断裂特性的高效映射
本文提出了一种时空深度学习框架,能够对混凝土中间结构的断裂进行二维全场预测。该框架不仅能预测断裂,还能捕捉断裂过程的整个历史,包括从界面过渡带的裂缝起始到随后砂浆基体中裂缝的扩展。此外,还开发了一个卷积神经网络,可以预测中间结构的平均应力应变曲线。UNet 建模框架包括一个具有跳接连接的编码器-解码器部分,被用作深度学习代用模型。训练和测试数据来自随机生成的混凝土中间结构的高保真断裂模拟。这些中间结构包括几何变量,如不同的集料颗粒几何特征、空间分布和集料的总体积分数。断裂模拟在 Abaqus 中进行,采用内聚相场断裂建模技术作为断裂建模方法。在这项工作中,为了减少训练数据集的数量,将三相混凝土中间结构的三组材料属性的空间分布以及空间相场损伤指数输入 UNet,以预测后续步骤中相应的应力和空间损伤指数。结果表明,在使用这种方法进行训练后,UNet 模型能够通过使用 470 个数据集准确预测未见测试数据集上的损伤。此外,这项工作的另一个新颖之处在于使用开发的管道将不规则有限元数据转换为规则网格。这种方法允许实施不太复杂的 UNet 体系结构,并有助于将相场断裂方程集成到未来开发的代用模型中。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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