Experimental and numerical investigations on dynamic mechanical responses and failure process of gas-bearing coal under impact load
Introduction
With the depletion of coal resources in shallow area, coal mining has entered the deep stage, and the mining depth of some mines has extended to 1000 m below. In such mining structure environment (Fig. 1), the stress sources of coal body are relatively wide, such as static load, confining pressure, gas pressure and dynamic load, etc (Fig. 1) [[1], [2], [3], [4], [5], [6], [7]]. Due to the complex mining structure, it's difficult to prevent and control the dynamic disaster [[8], [9], [10], [11]]. Therefore, it is urgent to accurately determine the dynamic mechanical responses and failure process of gas-bearing coal under impact load.
About dynamics properties test, Split Hopkinson Pressure Bar (SHPB) is commonly used to investigate the mechanical behavior of materials at high strain rates [[12], [13], [14]]. Since Kolsky developed SHPB technique, it has been always improved and developed further [15]. In order to gain the accurate mechanical characteristics, the interface friction between bars ends and specimen, lateral inertia of the specimen and stress equilibrium were researched in details [[16], [17], [18]]. To overcome friction effects, the dynamics experiments was performed with and without lubricant at the interfaces, and it was found that the lubricant is helpful for diminish friction [[19], [20], [21], [22]]. About inertia effects, it was concluded that the length and radius have the opposite responses by dynamics experiments, and the optimal ratio range (1.5≤L0/D0 ≤ 2) of longitudinal (L0) and radial (D0) was determined [20,23,24]. To solve the stress equilibrium problem and eliminate dispersion effect, the waveform of various stress waves was researched and the sine-line wave was generally recognized to be the best [25,26]. Therefore, the measured dynamics results will be more and more reliable on the bases of these researches.
Dynamic mechanical characteristics of materials is not only related with SHPB itself, they are also closely relative to the loading conditions [[27], [28], [29]]. About loading conditions, they mainly derived from the engineering application background of various materials. For example, concrete is commonly used in constructing protective structures to against high-rate loading such as impact and blast, so its' dynamic mechanical properties under one-dimension impact load is essential for reliable concrete structure design [19,30]. In addition, like glass material, the researchers have tried to develop improved glass material with higher strength and fracture toughness for avoiding structural failure, so the dynamic mechanical properties of glasses materials such as soda-lime, starphire, borosilicate, and fused silica under low-velocity impact have been studied [31]. Another material, like titanium alloy (Ti–6Al–4V), its’ mechanical behaviors are closely related with the temperature, which were studied under impact load and different temperature conditions [32]. In this paper, the dynamic mechanical characteristics of gas-bearing coal would be discussed. In terms of coal seam underground, it is in 3-dimensional stress equilibrium (axial load from overlying strata and confining pressure from confining rock). And coal as porous media [33], the mechanical properties also are influenced by the gas inside [[34], [35], [36], [37], [38], [39]]. So it is necessary to maintain axial static load, confining pressure and gas pressure as constant, then the dynamic mechanical properties of gas-bearing coal were researched under different impact load.
Dynamic mechanical properties test of coal or rock material have bee researched earlier, which experienced 3 stages, such as one dimensional impact loading, coupled static-dynamic load and impact loading under 3-dimension stress state [40,41]. At one dimensional impact loading condition, James et al. [42] investigated the dynamic fragmentation of granite, which offered insights into the catastrophic dynamic fragmentation process of rock. For coupled static-dynamic loading, Li et al. [43] studied the dynamic mechanical properties of siltstone specimens, and concluded that the compressive strength under coupling loads was higher than their corresponding individual static or dynamic strengths. For triaxial coal or rock loaded by impact load, Jin et al. [44] discussed the effects of confining pressure on energy dissipation of sandstone under cyclic impact load. However, gas pressure as a important factor to influence the coal mechanical properties, it has been short of studies in dynamics experiments due to backward equipment. To master dynamic mechanical and fracture properties of gas-bearing coal, Split Hopkinson Pressure Bar of gas-bearing coal (SHPB-GAS) has been built in this paper.
Because of heterogeneous and anisotropic properties about coal material, the mechanical characteristics and fracture evolution under different loading conditions are often non-continuous and non-linear [[45], [46], [47], [48], [49], [50]]. Numerical simulation have advantages to overcome these defects, so it was also adopted to verify experimental results. And with rapid development of commercial software, many numerical simulation software such as ABAQUS/Explicit [21], finite element analysis (FEA) [51,52], AUTODYN [19] and COMSOL Multiphysics [53] were used to conduct material dynamics simulation. By ABAQUS/Explicit, Zhong et al. (2015) simulated the effects of friction and specimen configuration on the material dynamic responses during SHPB experiments, and concluded that the transmitted signal decreases and reflected signal increases with friction coefficient increasing [21]. And Hao et al. (2013) also used AUTODYN to analyze the effects of friction confinement to dynamics testing results during SHPB experiments of concrete [19]. Ai et al. (2019) researched fracture process of rock under high strain rate impact loading by numerical simulation [45]. More importantly, the perfect state of material would be presented, which could eliminate the friction effects. So we also adopted numerical simulation to verify the experiments results further.
In this paper, the dynamic mechanical experiments of gas-bearing coal under constant axial static load, confining pressure and gas pressure were conducted. The dynamic mechanical characteristics of gas-bearing coal with different impact load were analyzed. And stress waves, stress - strain curves and failure mode of gas-bearing coal were obtained. Through numerical simulation, the experiments results were verified by illustrating the stress distribution and plastic deformation evolution. These results are of great significance to reveal the evolution mechanism of dynamic disaster such as coal and gas outburst during coal mining.
Section snippets
Experimental system
The SHPB-GAS impact loading system used in these experiments is located at mining science center, China University of Mining and Technology. As shown in Fig. 2, the experimental system mainly consists of the main bars such as incident bar, transmission bar and striker bar, the sample container, axial static loading device, confining pressure device and gas inflation/deflation device. In specific, the bars are made from 30Crmosini2a steel with 210 GPa elastic modulus, the length and diameter of
Filtered signals of stress waves
As shown in Fig. 4, Fig. 5 specimens were used in the impact loading tests under different impact velocity from 10.12 m/s, 11/10 m/s, 12.08 m/s, 12.57 m/s and 13.08 m/s. Firstly, the original signals were collected by waveform collector, but they included the environment noise. Before calculation, the Hilbert-Huang Transform (HHT) method was applied to filter the noise, the final stress waves were illustrated in Fig. 4. It could be summarized that, with the increase of impact velocity, the
Constitutive model
About rock dynamics, the constitutive model about rock material has been improved gradually [56], [57], [58]. Based on the previous researches such as overstress model [59], viscoelastic continuous damage constitutive model [60], time dependent damage model [61], linear viscoelastic model [62] and so on, the linear viscoelastic damage model (Eq. (7)) was put forward to explain the dynamics behaviour of coal material. This model is composed of one spring element and 2 Mx elements in parallel
Application and discussion
In field of coal mining, the impact load mainly originates from hard roof fracture, fault slip (Fig. 11), adjacent working face mining influence and periodic weighting. These geological disturbance lead to stress wave, which will propagate in coal and rock stratum. When stress wave reach the weak plane of coal and rock structure, high stress will induce the fracture of coal and rock mass. Broken coal and rock fragments will burst into mining tunnel and working face, which will damage equipment,
Conclusions
By SHPB-GAS experimental system, the dynamics experiments under impact load were conducted. The stress wave signals, stress-strain characteristics and failure mode of gas-bearing coal were analyzed. And the plastic deformation and stress distribution evolution with impact load were illustrated to explain the causes of dynamic fracture about gas-bearing coal. The main conclusions were as follows:
- (1)
During dynamics experiments of gas-bearing coal under different impact load, there were linear
CRediT authorship contribution statement
Xiangguo Kong: Conceptualization, Investigation, Writing - original draft, Writing - review & editing, Visualization, Formal analysis, Methodology. Shugang Li: Conceptualization, Investigation. Enyuan Wang: Conceptualization, Investigation. Xu Wang: Investigation, Writing - review & editing, Visualization. Yuxuan Zhou: Writing - review & editing, Visualization, Formal analysis. Pengfei Ji: Investigation, Writing - review & editing, Visualization. Haiqing Shuang: Investigation, Writing - review
Declaration of competing interest
The authors declare that they have no conflict of interest in the submitted paper.
Acknowledgements
The authors are grateful to the National Natural Science Foundation of China (51904236, 51934007, 51904238, 51704228), Natural Science Basic Research Program of Shaanxi (2020JQ-756, 2019JQ-337), China Postdoctoral Science Foundation (2019M663937XB), Excellent Youth Program of Xi'an University of Science and Technology.
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