带随机场发生器和贝叶斯模型标定的粗糙裂纹流动的概率切割有限元方法

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Brubeck Lee Freeman, Evan John Ricketts, Diane Gardner, Anthony Jefferson, Peter John Cleall, Pierre Kerfriden
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引用次数: 0

摘要

提出了一种模拟粗糙裂纹中流体流动的新模型。该模型结合了概率切割有限元法(PCutFEM)来捕捉流体界面处的非拟合边界条件,并用随机随机场发生器来表示裂纹的非均匀性。该模型的一个关键特征是考虑了裂纹的粗糙度和弯曲度,这是由裂纹的粗糙度计算得到的。这种方法避免了对经验减少因子的需要,同时允许流动过程的异质性。除此之外,该模型还考虑了与断裂过程中材料损失相关的空间变化裂纹宽度,该宽度使用平滑高斯噪声表示。为了确定描述裂纹凹凸度的统计参数,采用贝叶斯统计推断。统计推断考虑了测量值的不确定性、裂纹渗透率观测值和随机场模型的随机性。通过与自来水(TW)流动和磨粒高炉渣(GGBS)悬浮液通过混凝土裂缝的新实验数据进行比较,评估了该模型的性能。此外,还采用统计分析来量化预测中的不确定性水平。验证结果表明,该模型能够准确地再现所观察到的实验行为,8次模拟结果的置信度达到95%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Probabilistic Cut Finite Element Method With Random Field Generator and Bayesian Model Calibration for Flow Through Rough Cracks
A new model for the simulation of fluid flow through rough cracks is presented. The model combines a probabilistic cut finite element method (PCutFEM) to capture the unfitted boundary condition at the fluid interface, with a stochastic random field generator to represent the crack asperities. A key feature of the model is the consideration of the crack roughness and tortuosity, which are calculated from the crack asperities. This approach avoids the need for empirical reduction factors, whilst allowing for the heterogeneity of the flow processes. In addition to this, the model considers the spatially varying crack width associated with material loss during the fracture process, which is represented using a smoothed Gaussian noise. To determine the statistical parameters that describe the crack asperities, a Bayesian statistical inference is employed. The statistical inference considers the uncertainty in measured values, observations of crack permeabilities and the stochastic nature of the random field model. The performance of the model is assessed via comparison with new experimental data of the flow of tap water (TW) and a ground‐granulated blast furnace slag (GGBS) suspension through concrete cracks. In addition, a statistical analysis is employed to quantify the level of uncertainty in the predictions. The results of the validation show that the model is able to accurately reproduce the observed experimental behaviour and that a confidence level in the results of 95% is achieved in eight simulations.
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
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.
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