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Numerical Studies on the Failure Process of Heterogeneous Brittle Rocks or Rock-Like Materials under Uniaxial Compression

机译:单轴压缩下非均质脆性岩石或类岩石材料破坏过程的数值研究

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摘要

In rocks or rock-like materials, the constituents, e.g. quartz, calcite and biotite, as well as the microdefects have considerably different mechanical properties that make such materials heterogeneous at different degrees. The failure of materials subjected to external loads is a cracking process accompanied with stress redistribution due to material heterogeneity. However, the latter cannot be observed from the experiments in laboratory directly. In this study, the cracking and stress features during uniaxial compression process are numerically studied based on a presented approach. A plastic strain dependent strength model is implemented into the continuous numerical tool—Fast Lagrangian Analysis of Continua in three Dimensions (FLAC3D), and the Gaussian statistical function is adopted to depict the heterogeneity of mechanical parameters including elastic modulus, friction angle, cohesion and tensile strength. The mean parameter μ and the coefficient of variance (hcv, the ratio of mean parameter to standard deviation) in the function are used to define the mean value and heterogeneity degree of the parameters, respectively. The results show that this numerical approach can perfectly capture the general features of brittle materials including fracturing process, AE events as well as stress-strain curves. Furthermore, the local stress disturbance is analyzed and the crack initiation stress threshold is identified based on the AE events process and stress-strain curves. It is shown that the stress concentration always appears in the undamaged elements near the boundary of damaged sites. The peak stress and crack initiation stress are both heterogeneity dependent, i.e., a linear relation exists between the two stress thresholds and hcv. The range of hcv is suggested as 0.12 to 0.21 for most rocks. The stress concentration degree is represented by a stress concentration factor and found also heterogeneity dominant. Finally, it is found that there exists a consistent tendency between the local stress difference and the AE events process.
机译:在岩石或类岩石材料中,例如石英,方解石和黑云母以及微缺陷具有明显不同的机械性能,使这些材料在不同程度上具有异质性。承受外力作用的材料的失效是开裂过程,伴随着由于材料异质性而引起的应力重新分布。但是,后者不能直接从实验室的实验中观察到。在这项研究中,基于提出的方法对单轴压缩过程中的裂纹和应力特征进行了数值研究。在连续数值工具中实现了与塑性应变相关的强度模型-三维连续体的快速拉格朗日分析(FLAC 3D ),并采用高斯统计函数来描述包括弹性在内的力学参数的异质性模量,摩擦角,内聚力和拉伸强度。函数中的均值参数μ和方差系数(hcv,均值参数与标准偏差的比)分别用于定义参数的均值和异质度。结果表明,这种数值方法可以完美地捕捉脆性材料的一般特征,包括破裂过程,AE事件以及应力-应变曲线。此外,根据AE事件过程和应力-应变曲线分析了局部应力扰动并确定了裂纹萌生应力阈值。结果表明,应力集中总是出现在受损部位边界附近的未破坏单元中。峰值应力和裂纹萌生应力均与异质性有关,即两个应力阈值和hcv之间存在线性关系。对于大多数岩石,hcv的范围建议为0.12至0.21。应力集中度由应力集中因子表示,并且发现异质性也占主导。最后,发现局部应力差与AE事件过程之间存在一致的趋势。

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