Active evolutionary Gaussian process for structural large-scale full-field reliability analysis and critical domain prognosis with only few initial samples
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引用次数: 0
Abstract
Reliability analysis is crucial for ensuring structural integrity, yet it requires repeated, time-consuming evaluations of responses and multivariate limit state functions, while struggling to provide full-field estimations efficiently. Therefore, we propose an active evolutionary reduced Gaussian Process framework (AER-GP) for fast and large-scale full-field reliability analysis and critical domain prognosis, utilizing only a few initial samples. In which we first define a novel probability indicator of erroneously evaluating the sign of the minimum of the full-field limit state function. Based on this, we then develop an efficient convergence criterion that relies on the expected error in failure probability estimates. Furthermore, we advance the dual order-reduced Gaussian process coupled Monte Carlo methods to accurately predict the large-scale full-field stochastic response under material and load uncertainty. Where the preliminary design of experiments starts from a significantly small number of sets (e.g.,5), and is progressively added by those samples containing the most information to distinguish the failure boundary. More importantly, we propose a novel mechanism for structural critical domain prognosis mechanism based on the failure probability of each single material point within the entire field, and make accurate critical domain prognosis. Real-world examples, including a car wheel hub and a single-tower cable-stayed bridge, demonstrate that the proposed algorithm achieves high prediction accuracy, computational efficiency, and robustness in large-scale structural reliability analysis and critical domain prognosis. It consistently outperforms widely used methods such as AK-MCS, EFF-MCS, ERF-MCS, and H-MCS. Notably, the proposed AER-GP method requires only a small number of initial DoE samples (fewer than 40), and through adaptive learning, it can reliably produce results with very low errors (typically less than 2%).
可靠性分析对于确保结构完整性至关重要,但需要对响应和多元极限状态函数进行重复、耗时的评估,同时难以有效地提供全场估计。因此,我们提出了一种主动进化简化高斯过程框架(AER-GP),用于仅利用少量初始样本进行快速和大规模的全场可靠性分析和关键域预测。其中,我们首先定义了一个新的概率指标,错误地评估了全场极限状态函数的最小值的符号。在此基础上,我们开发了一个有效的收敛准则,该准则依赖于失效概率估计中的期望误差。此外,我们还提出了双阶降阶高斯过程耦合蒙特卡罗方法,以准确预测材料和载荷不确定性下的大尺度全场随机响应。其中实验的初步设计从数量非常少的集合(例如,5个)开始,并逐步添加包含最多信息的样本以区分失效边界。更重要的是,我们提出了一种基于整个场内单个材料点的失效概率的结构临界域预测机制,并进行了准确的临界域预测。汽车轮毂和单塔斜拉桥实例表明,该算法在大规模结构可靠性分析和关键域预测中具有较高的预测精度、计算效率和鲁棒性。它始终优于广泛使用的方法,如AK-MCS, ef - mcs, ERF-MCS和H-MCS。值得注意的是,本文提出的AER-GP方法只需要少量的初始DoE样本(少于40个),并且通过自适应学习,它可以可靠地产生误差非常低的结果(通常小于2%)。
期刊介绍:
Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.