基于优化和迭代算法的复杂岩石结构的自适应网格生成与数值验证

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Huaiguang Xiao, Yueyang Li, Hengyang Wu, Lei He
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引用次数: 0

摘要

岩石结构建模对于描述岩石特征和研究岩石样本的破坏规律具有重要意义。为了高效地构建高保真岩石结构模型,本文提出了一种基于 Voronoi 结构的自适应网格剖分算法。应用灰度、阈值分割和边缘检测等图像处理技术,将原始岩石图像简化为特征边缘图像。然后,生成特征图像的概率密度图,为随后的网格种子点扩散提供概率基础。此外,还建立了多边形表示率概念和四维度量的网格质量评价体系,为初始网格的种子点参数值提供建议。通过巴里中心迭代和梯度下降优化方法对初始网格进行持续优化和迭代,从而高效地形成具有较高表示性能的网格结构模型。对颗粒、断裂和多相岩石图像的模型试验表明,优化后的网格模型在相似度和边缘拟合方面与原始图像高度相似,算法显著降低了短边率,提高了网格结构的形状规则性。最后,基于优化后的网格模型进行了单轴压缩的数值测试。结果表明,该模型在数值计算中具有计算潜力。该方法建立了从数字图像到数值模型的程序结构,可为模拟异质岩石的物理力学行为提供可靠的模型基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Adaptive Mesh Generation and Numerical Verification for Complex Rock Structures Based on Optimization and Iteration Algorithms
The modelling of rock structure is of great significance in characterizing rock characteristics and studying the failure laws of rock samples. In order to construct a high‐fidelity model of the rock structure efficiently, this paper proposes an adaptive mesh dissection algorithm based on the Voronoi structure. Image processing techniques, including greyscale, threshold segmentation and edge detection, are applied to simplify the original rock image into a feature edge image. Then, a probability density diagram of the feature image is generated, which provides a probabilistic basis for the subsequent spreading of mesh seed points. Moreover, the concept of polygonal representation rate and the mesh quality evaluation system of four‐dimensional metrics are established to suggest values for the seed point parameters of the initial mesh. The initial mesh is continuously optimized and iterated by barycentric iteration and gradient descent optimization methods to form mesh structural models with high representational performance efficiently. The model tests on particle, fracture and multi‐phase rock images show that the optimized mesh model is highly similar to the original image in terms of similarity and edge fit, and the algorithm significantly reduces the short‐edge rate and improves the shape regularity of the mesh structure. Finally, numerical tests of uniaxial compression are carried out based on the optimized mesh model. The results show that the model has computational potential in numerical calculations. This method builds a procedural structure from digital images to numerical models, which can provide a reliable model basis for simulating the physico‐mechanical behaviour of heterogeneous rocks.
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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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