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一种用于模拟各向同性和各向异性岩石中裂纹扩展的各向异性非局部连续介质力学模型。

An Anisotropic Peridynamic Model for Simulating Crack Propagation in Isotropic and Anisotropic Rocks.

作者信息

Tian Kaiwei, Zhu Zeqi, Sheng Qian, Tian Ning

机构信息

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

University of Chinese Academy of Sciences, Beijing 100049, China.

出版信息

Materials (Basel). 2023 Dec 12;16(24):7604. doi: 10.3390/ma16247604.

Abstract

In this work, we present a peridynamic-based simulation method for modeling quasi-static fracture propagation in isotropic and anisotropic rock within the framework of peridynamic least square minimization (PDLSM). The original isotropic elastic PDLSM is further extended to investigate fracture propagation in anisotropic materials in this study. The proposed AN-PDLSM model integrates an anisotropic model in fracture mechanics to analyze the failure process of anisotropic rocks. An important advancement in this research lies in the incorporation of the maximum energy release rate criterion (MERR) into the PDLSM framework for the first time. This enhancement enables accurately determining crack propagation and the associated crack angles. The proposed model utilizes the energy release rate calculated through the -integral method to assess bond breakage, and it employs a mesh-independent, piecewise linear fracture model to describe crack propagation. The proposed method fully combines the merits of traditional fracture mechanics with the unique capabilities of peridynamics. To demonstrate the effectiveness of the proposed model, a simulation of fracture evolution in isotropic plates subjected to semi-circular bending tests is presented and compared with experimental results. It is shown that the proposed model accurately replicates fracture trajectories in isotropic specimens. In the context of anisotropic rock, the effect of a weak coefficient on crack morphology is discussed in order to obtain a suitable value. Additionally, the impact of bedding angles on fracture paths through our proposed model is also explored, revealing excellent agreement with experimental results. The findings in this research demonstrate that the proposed AN-PDLSM model is exceptionally proficient at capturing the intricate, oscillating crack paths observed in anisotropic rock materials.

摘要

在这项工作中,我们提出了一种基于近场动力学的模拟方法,用于在近场动力学最小二乘最小化(PDLSM)框架内对各向同性和各向异性岩石中的准静态裂缝扩展进行建模。在本研究中,原始的各向同性弹性PDLSM被进一步扩展,以研究各向异性材料中的裂缝扩展。所提出的AN-PDLSM模型集成了断裂力学中的各向异性模型,以分析各向异性岩石的破坏过程。这项研究的一个重要进展在于首次将最大能量释放率准则(MERR)纳入PDLSM框架。这种改进能够准确地确定裂纹扩展和相关的裂纹角度。所提出的模型利用通过 - 积分方法计算的能量释放率来评估键的断裂,并采用与网格无关的分段线性断裂模型来描述裂纹扩展。所提出的方法充分结合了传统断裂力学的优点和近场动力学的独特能力。为了证明所提出模型的有效性,给出了对承受半圆弯曲试验的各向同性板中裂缝演化的模拟,并与实验结果进行了比较。结果表明,所提出的模型准确地复制了各向同性试样中的裂缝轨迹。在各向异性岩石的背景下,讨论了弱系数对裂纹形态的影响,以获得合适的值。此外,还通过我们提出的模型探索了层理角度对裂缝路径的影响,结果与实验结果非常吻合。本研究的结果表明,所提出的AN-PDLSM模型在捕捉各向异性岩石材料中观察到的复杂、振荡的裂纹路径方面非常熟练。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b773/10744882/a413c680fe88/materials-16-07604-g001.jpg

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