万华平, 张梓楠, 葛荟斌, 罗尧治. 基于广义协同高斯过程模型的结构不确定性量化解析方法[J]. 工程力学, 2023, 40(3): 107-116. DOI: 10.6052/j.issn.1000-4750.2021.09.0700
引用本文: 万华平, 张梓楠, 葛荟斌, 罗尧治. 基于广义协同高斯过程模型的结构不确定性量化解析方法[J]. 工程力学, 2023, 40(3): 107-116. DOI: 10.6052/j.issn.1000-4750.2021.09.0700
WAN Hua-ping, ZHANG Zi-nan, GE Hui-bin, LUO Yao-zhi. ANALYTICAL APPROACH FOR STRUCTURAL UNCERTAINTY QUANTIFICATION BASED ON GENERALIZED CO-GAUSSIAN PROCESS MODEL[J]. Engineering Mechanics, 2023, 40(3): 107-116. DOI: 10.6052/j.issn.1000-4750.2021.09.0700
Citation: WAN Hua-ping, ZHANG Zi-nan, GE Hui-bin, LUO Yao-zhi. ANALYTICAL APPROACH FOR STRUCTURAL UNCERTAINTY QUANTIFICATION BASED ON GENERALIZED CO-GAUSSIAN PROCESS MODEL[J]. Engineering Mechanics, 2023, 40(3): 107-116. DOI: 10.6052/j.issn.1000-4750.2021.09.0700

基于广义协同高斯过程模型的结构不确定性量化解析方法

ANALYTICAL APPROACH FOR STRUCTURAL UNCERTAINTY QUANTIFICATION BASED ON GENERALIZED CO-GAUSSIAN PROCESS MODEL

  • 摘要: 结构不确定性量化是定量参数不确定性传递到结构响应的不确定性大小。传统的蒙特卡洛法需要进行大量的数值计算,耗时较高,难以应用于大型复杂结构的不确定性量化。代理模型方法是基于少量训练样本建立的近似数学模型,可代替原始物理模型进行不确定性量化以提高计算效率。针对高精度样本计算成本高而低精度样本计算精度低的问题,该文提出了整合高、低精度训练样本的广义协同高斯过程模型。基于该模型框架推导了结构响应均值和方差的解析表达式,实现了结构不确定性的量化解析。采用三个空间结构算例来验证结构不确定性量化解析方法的准确性,并与传统的蒙特卡洛法、协同高斯过程模型和高斯过程模型的计算结果对比,结果表明所提方法在计算精度和效率方面均具有优势。

     

    Abstract: Uncertainty quantification (UQ) is to quantify the uncertainty in the structural response propagated from the parameter uncertainty of a structure. The traditional Monte Carlo simulation (MCS) requires a large number of numerical computations, which is time-consuming and thus may be impractical for UQ of large and complex structures. The surrogate model method builds an approximate mathematical model using a small set of training samples to replace the original numerical model, thus improving the computational efficiency. To address the problems of high cost for high-fidelity samples and low accuracy for low-fidelity samples, this paper proposes a generalized co-Gaussian process model (GC-GPM) integrating high- and low-fidelity training samples. Within the GC-GPM framework, the expressions of the mean and variance of the structural response can be analytically obtained. Three examples of the spatial structures are used to verify the effectiveness of the GC-GPM-based UQ method, and the MCS, co-GPM, and GPM are used for comparison. It can be concluded that the GC-GPM method proposed has advantages of high computational accuracy and efficiency.

     

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