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引用次数: 0
摘要
本文介绍了一种将适当正交分解(POD)与基于热力学的人工神经网络(TANNs)相结合的新方法,以捕捉复杂非弹性系统的宏观行为,并推导出地质力学中的宏观元素。该方法利用 POD 从微观状态信息中提取宏观内部状态变量,从而丰富了用于在 TANN 框架内训练能量势能网络的宏观状态描述。TANN 提供的热力学一致性与 POD 的层次性相结合,可以再现复杂的非线性非弹性材料行为以及宏观地质力学系统响应。该方法通过复杂程度不断增加的应用进行了验证,证明了其再现高保真模拟数据的能力。提出的应用包括连续非弹性代表单元的均质化,以及推导岩土系统的宏观元素,该系统涉及承受水平荷载的粘土层中的单桩。最后,利用通过 POD 直接获得的投影算子轻松地重建了微观场。结果表明,POD-TANN 方法不仅能准确地再现所研究的构成响应,还能降低计算成本,使其成为异质非弹性地质力学系统多尺度建模的实用工具。
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics
This paper introduces a novel approach that combines proper orthogonal decomposition (POD) with thermodynamics‐based artificial neural networks (TANNs) to capture the macroscopic behavior of complex inelastic systems and derive macro‐elements in geomechanics. The methodology leverages POD to extract macroscopic internal state variables from microscopic state information, thereby enriching the macroscopic state description used to train an energy potential network within the TANN framework. The thermodynamic consistency provided by TANN, combined with the hierarchical nature of POD, allows to reproduce complex, nonlinear inelastic material behaviors, as well as macroscopic geomechanical systems responses. The approach is validated through applications of increasing complexity, demonstrating its capability to reproduce high‐fidelity simulation data. The applications proposed include the homogenization of continuous inelastic representative unit cells and the derivation of a macro‐element for a geotechnical system involving a monopile in a clay layer subjected to horizontal loading. Eventually, the projection operators directly obtained via POD are exploited to easily reconstruct the microscopic fields. The results indicate that the POD‐TANN approach not only offers accuracy in reproducing the studied constitutive responses, but also reduces computational costs, making it a practical tool for the multiscale modeling of heterogeneous inelastic geomechanical systems.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.