Brubeck Lee Freeman, Evan John Ricketts, Diane Gardner, Anthony Jefferson, Peter John Cleall, Pierre Kerfriden
{"title":"A Probabilistic Cut Finite Element Method With Random Field Generator and Bayesian Model Calibration for Flow Through Rough Cracks","authors":"Brubeck Lee Freeman, Evan John Ricketts, Diane Gardner, Anthony Jefferson, Peter John Cleall, Pierre Kerfriden","doi":"10.1002/nag.70104","DOIUrl":null,"url":null,"abstract":"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.","PeriodicalId":13786,"journal":{"name":"International Journal for Numerical and Analytical Methods in Geomechanics","volume":"101 1","pages":""},"PeriodicalIF":3.6000,"publicationDate":"2025-10-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal for Numerical and Analytical Methods in Geomechanics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1002/nag.70104","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
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.
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.