聚类自适应高斯过程回归方法:基于响应模式的非线性固体力学问题实时预测

Ming-Jian Li, Yanping Lian, Zhanshan Cheng, Lehui Li, Zhidong Wang, Ruxin Gao, Daining Fang
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摘要

数值模拟是研究非线性固体力学问题的有力工具。然而,基于网格或粒子的数值方法普遍存在耗时长的缺点,特别是对于有实时分析要求的复杂问题。本研究提出了一种聚类自适应高斯过程回归(CAG)方法,旨在对固体力学中的非线性结构响应进行实时预测。这是一种数据驱动的机器学习方法,利用非线性结构响应模式,具有样本量小、精度高、效率高等特点。与传统的高斯过程回归(GPR)方法类似,它分为离线和在线两个阶段。在离线阶段,引入了自适应样本生成技术,将数据集聚成不同的模式,以便按需分配样本。这确保了关键样本对所关注解空间的全面覆盖。在在线阶段,按照分而治之的策略,预预测分类将问题分为预定义的模式,由训练好的多模式高斯过程回归器依次预测。此外,该方法还采用了降维和还原技术来提高效率。为了证明 CAG 方法的能力,介绍了一组涉及材料、几何和边界条件非线性的问题。在本研究中,所提出的方法只需约 20 个样本就能在一秒内提供预测并达到很高的精度,在误差减少 1 到 3 个数量级方面优于使用均匀分布样本的传统 GPR 方法。CAG 方法有望为非线性固体力学问题的实时预测提供强有力的工具,并揭示复杂的非线性结构响应模式。
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A clustering adaptive Gaussian process regression method: response patterns based real-time prediction for nonlinear solid mechanics problems
Numerical simulation is powerful to study nonlinear solid mechanics problems. However, mesh-based or particle-based numerical methods suffer from the common shortcoming of being time-consuming, particularly for complex problems with real-time analysis requirements. This study presents a clustering adaptive Gaussian process regression (CAG) method aiming for real-time prediction for nonlinear structural responses in solid mechanics. It is a data-driven machine learning method featuring a small sample size, high accuracy, and high efficiency, leveraging nonlinear structural response patterns. Similar to the traditional Gaussian process regression (GPR) method, it operates in offline and online stages. In the offline stage, an adaptive sample generation technique is introduced to cluster datasets into distinct patterns for demand-driven sample allocation. This ensures comprehensive coverage of the critical samples for the solution space of interest. In the online stage, following the divide-and-conquer strategy, a pre-prediction classification categorizes problems into predefined patterns sequentially predicted by the trained multi-pattern Gaussian process regressor. In addition, dimension reduction and restoration techniques are employed in the proposed method to enhance its efficiency. A set of problems involving material, geometric, and boundary condition nonlinearities is presented to demonstrate the CAG method's abilities. The proposed method can offer predictions within a second and attain high precision with only about 20 samples within the context of this study, outperforming the traditional GPR using uniformly distributed samples for error reductions ranging from 1 to 3 orders of magnitude. The CAG method is expected to offer a powerful tool for real-time prediction of nonlinear solid mechanical problems and shed light on the complex nonlinear structural response pattern.
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