基于反向随机预测弹塑性结构的全场实验辅助虚拟建模框架

IF 6.9 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
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引用次数: 0

摘要

在实际工程中,对制造和使用阶段的随机延性故障进行预测是先进结构的挑战性任务。由于量化最佳失效相关参数的重复实验测试成本过高,许多研究转向了基于模拟的不确定性量化。然而,这些方法的可信度往往因所涉及的随机数据的函数生成分布而受到质疑。因此,准确评估材料参数可确定不确定参数的适当估算,这对不同阶段结构的风险/安全评估至关重要。本文提出了一个全场实验辅助虚拟建模框架(EVMF-ISP),用于基于逆向预测的随机弹塑性失效,以提供有关机械参数有效分布范围的精确见解。为此,通过实时反向不确定性量化(UQ)模块,所有可用的实验观测结果都可作为评估未知参数的先验和后验概率密度的参考。该框架可分为三个部分,首先是制定一个前虚拟模型(PRVM),然后实施贝叶斯推理,将实验观测数据向后传播,以确定不确定参数。然后,开发了一种先进的多维切片采样方法来处理得出的复杂机械参数后验概率密度函数(PDF)。最后,可以利用修正后的不确定样本进行可靠的随机弹塑性分析,并最终确定相关结构的后虚拟模型(POVM)。这样,就可以直接预测结构非线性响应的准确性和有效性。EVMF-ISP 框架逻辑清晰,并通过实际应用进行了详细说明。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Full-field experiment-aided virtual modelling framework for inverse-based stochastic prediction of structures with elastoplasticity

Forecasting of stochastic ductile failures in fabrication and service stages are challenging tasks of advanced structures in practical engineering. Due to the prohibitive costs of repetitive experimental tests to quantify optimal failure-related parameters, numerous studies have turned to simulation-based uncertainty quantification. However, the credibility of these approaches is frequently doubted by the function-generated distribution of random data involved. Thus, an accurate assessment of the material parameters ascertains the appropriate estimation of uncertain parameters, which is essential for the risk/safety assessment of structures in different stages. In this paper, a full-field experiment-aided virtual modelling framework for inverse-based prediction of stochastic elastoplastic failure (EVMF-ISP) is proposed to deliver precise insights regarding the effective distribution range of mechanical parameters. To this end, all available experiment observations serve as the reference for assessing the prior and posterior probability density of the unknown parameters through the real-time inverse uncertainty quantification (UQ) module. The framework can be divided into three parts, where initially a pre-virtual model (PRVM) is formulated, and Bayesian inference is implemented to propagate the experiment observations backwards to ascertain the uncertain parameters. Then, an advanced multidimensional slice sampling method is developed to deal with the derived complex posterior probability density function (PDF) of mechanical parameters. In the end, a reliable stochastic elastoplastic analysis can be conducted with the revised uncertain samples and finalised with post-virtual models (POVMs) for the concerned structures. Such that, accurate and efficient determination of nonlinear response of structures can be directly predicted. The EVMF-ISP framework is logically presented and thoroughly illustrated with practical applications.

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来源期刊
CiteScore
12.70
自引率
15.30%
发文量
719
审稿时长
44 days
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.
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