Investigation of Damage Evolution in Heterogeneous Rock Based on the Grain-Based Finite-Discrete Element Model
Abstract
:1. Introduction
2. Basic Principles of FDEM
3. FDEM Simulation of Acoustic Emission
4. Numerical Grain-Based Model
5. Mesoscopic Parameter Verification of Grain-based Model
6. Analysis of the Effect of Meso-Heterogeneity on the Mechanical Properties
6.1. Effect of the Grain Size
6.2. Effect of the Preferred Grain Orientation
7. Conclusions
- The FDEM-GBM considers the complexity of the contacts between different mineral grains in the rock and the physical and mechanical properties of different mineral phases; therefore, the FDEM-GBM has the ability to simulate the effect of the grain size in heterogeneous rocks.
- Because the mineral grain has significant influence on the crack propagation paths, the FDEM-GBM can capture the location of fractures more accurately than the conventional models. Shear cracks occur near the loading area, while tensile and tensile-shear mixed cracks occur far from the loading area. The applied stress must overcome the tensile strength of the intergrain contact.
- The UTS and the ratio of the number of intergrain tensile cracks to the number of intragrain tensile cracks are negatively correlated with the grain size. During the whole process of splitting simulation, shear microcracks play the dominant role in energy release; particularly, they occur in later stage. Under different grain sizes conditions, the crack growth paths are significantly different. The larger the grain size is, the more complicated the crack propagation path. When the grain sizes are 1.5 and 2 mm, the fracture sections are smoother and straighter.
- With the increase of preferred grain orientation, the UTS presents a “V-shaped” characteristic distribution. During the whole process of splitting simulation, shear microcracks play the dominant role in energy release; particularly, they occur in later stage. Under different preferred grain orientation conditions, the crack growth paths are significantly different, especially 30°, 45° and 60°. When the preferred orientations are 30°, 45° and 60°, the fracture sections are more complicated.
- The preferred grain orientation considerably influences the energy storage capacity of Beishan granite. With the increase of grain orientation, the energy storage capacity decreases significantly. The greater the UTS is, the higher the energy storage capacity.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Mineral | Density (kg·m−3) | Tensile Strength (MPa) | Young’s Modulus (GPa) | Poisson’s Ratio (-) |
---|---|---|---|---|
K-feldspar | 2560 | 5–10 | 69.8 | 0.28 |
Plagioclase | 2630 | 5–10 | 88.1 | 0.26 |
Quartz | 2650 | 10–11 | 94.5 | 0.08 |
Biotite | 3050 | 4–7 | 33.8 | 0.36 |
Property | Qz | Fsp | Ma | |
---|---|---|---|---|
Intragrain | Density (kg·m−3) | 2600 | 2600 | 3050 |
Young’s modulus (GPa) | 80 | 70 | 40 | |
Poisson’s ratio (-) | 0.07 | 0.26 | 0.27 | |
Friction coefficient (-) | 1.2 | 1.2 | 1.2 | |
Cohesion (MPa) | 25 | 25 | 25 | |
Tensile strength (MPa) | 20 | 15 | 10 | |
Mode I fracture energy (J·m−2) | 900 | 300 | 600 | |
Mode II fracture energy (J·m−2) | 1800 | 600 | 1200 | |
Fracture penalty (GPa) | 400 | 350 | 200 | |
Normal penalty (GPa·m) | 80 | 70 | 40 | |
Tangential penalty (GPa·m−1) | 800 | 700 | 400 | |
Qz-Qz | Fsp-Fsp | Ma-Ma | ||
Homophase boundary | Friction coefficient (-) | 1.1 | 1.1 | 1.1 |
Cohesion (MPa) | 20 | 20 | 20 | |
Tensile strength (MPa) | 15 | 10 | 10 | |
Mode I fracture energy (J·m−2) | 700 | 250 | 450 | |
Mode II fracture energy (J·m−2) | 1400 | 500 | 900 | |
Fracture penalty (GPa) | 200 | 175 | 100 | |
Normal penalty (GPa·m) | 40 | 35 | 20 | |
Tangential penalty (GPa·m−1) | 400 | 350 | 200 | |
Qz-Fsp | Qz-Ma | Fsp-Ma | ||
Heterophase boundaries | Friction coefficient (-) | 0.9 | 0.9 | 0.9 |
Cohesion (MPa) | 20 | 20 | 20 | |
Tensile strength (MPa) | 10 | 6 | 6 | |
Mode I fracture energy (J·m−2) | 50 | 20 | 20 | |
Mode II fracture energy (J·m−2) | 500 | 200 | 200 | |
Fracture penalty (GPa) | 350 | 200 | 275 | |
Normal penalty (GPa·m) | 70 | 40 | 55 | |
Tangential penalty (GPa·m−1) | 700 | 400 | 550 |
Scheme | Grain Size (mm) | Grain Orientation (º) |
---|---|---|
1 | 1.5, 2.0, 2.5, 3.0 | - |
2 | - | 0, 30, 45, 60, 90 |
Sample | Number of Different Types of Microcracks | |||||
---|---|---|---|---|---|---|
Intergranular Cracks | Transgranular Cracks | |||||
Mode I | Mode III | Mode II | Mode I | Mode III | Mode II | |
A-1 | 119 | 23 | 2 | 4 | 68 | 1 |
A-2 | 121 | 43 | 2 | 7 | 48 | 3 |
A-3 | 150 | 56 | 3 | 10 | 50 | 6 |
A-4 | 130 | 70 | 3 | 19 | 52 | 10 |
Sample | Grain Number, NP | Grain Size Coefficient, So | Preferred Orientation, φ (°) |
---|---|---|---|
B-1 | 303 | 1.06 | 0 |
B-2 | 319 | 1.07 | 30 |
B-3 | 329 | 1.06 | 45 |
B-4 | 328 | 1.07 | 60 |
B-5 | 321 | 1.06 | 90 |
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Zhang, S.; Qiu, S.; Kou, P.; Li, S.; Li, P.; Yan, S. Investigation of Damage Evolution in Heterogeneous Rock Based on the Grain-Based Finite-Discrete Element Model. Materials 2021, 14, 3969. https://doi.org/10.3390/ma14143969
Zhang S, Qiu S, Kou P, Li S, Li P, Yan S. Investigation of Damage Evolution in Heterogeneous Rock Based on the Grain-Based Finite-Discrete Element Model. Materials. 2021; 14(14):3969. https://doi.org/10.3390/ma14143969
Chicago/Turabian StyleZhang, Shirui, Shili Qiu, Pengfei Kou, Shaojun Li, Ping Li, and Siquan Yan. 2021. "Investigation of Damage Evolution in Heterogeneous Rock Based on the Grain-Based Finite-Discrete Element Model" Materials 14, no. 14: 3969. https://doi.org/10.3390/ma14143969