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

机译:单轴压缩下异质脆性岩石或岩状材料失效过程的数值研究

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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 (FLAC 3D ), 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 ( h cv , 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 h cv . The range of h cv 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:在岩石或岩石状材料中,成分,例如,石英,方解石和Biotite,以及微碎石的机械性能相当不同,使得这种材料在不同程度上使这些材料具有异质性。受外部载荷受到外部载荷的材料的失效是由于材料异质性引起的应力再分布伴有裂化过程。然而,后者不能直接从实验室的实验中观察到。在该研究中,基于所提出的方法,在数值研究单轴压缩过程中的裂缝和应力特征。塑料应变依赖强度模型中的三维连续数值工具 - 快速拉格朗日分析(FLAC 3D),采用高斯统计功能描述了机械参数的异质性,包括弹性模量,摩擦角,内聚力抗拉强度。该函数中的平均参数μ和方差系数(H cv,平均参数与标准偏差的比率)用于分别定义参数的平均值和异质性程度。结果表明,这种数值方法可以完全捕获脆性材料的一般特征,包括压裂过程,AE事件以及应力 - 应变曲线。此外,分析了局部应力扰动,并且基于AE事件过程和应力 - 应变曲线识别裂缝启动应力阈值。结果表明,应力集中总是出现在受损地点边界附近的未损坏元件中。峰值应力和裂纹引发应力是异质性依赖性,即,在两个应力阈值和H CV之间存在线性关系。对于大多数岩石,H CV的范围建议为0.12至0.21。应力浓度程度由应力浓度因子表示,并且发现也是异质性显性。最后,发现局部应力差和AE事件过程之间存在一致的趋势。

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