Ding Ziwei, Tang Qingbao, Gong Xinwei, Jia Jindui, Di Guangqing, Chen Long
College of Energy Engineering, Xi'an University of Science and Technology, Xi'an, 710054, People's Republic of China.
Shaanxi Coal Hancheng Mining Co., Ltd., Hancheng, 715407, People's Republic of China.
Sci Rep. 2025 Feb 3;15(1):4033. doi: 10.1038/s41598-025-88577-1.
To analyze the mechanical characteristics of damaged coal bodies and the mechanisms of evolution and degradation of internal pore and fracture defects under cyclic loads, raw coal containing original pore and fracture materials was selected as the research material. This study investigates the impact of cyclic loading on the mechanical properties of damaged coal and the evolution of flaw structures, such as pores and cracks, within the coal. A micro-fracture size judgment index (C) was defined based on fracture volume to determine the dominant macroscopic failure mode in coal bodies. The results indicate that a "hysteresis loop" forms in the loading and unloading curves of each cycle due to cyclic loading. During the cyclic loading and unloading phase, both the loading elastic modulus and the damage parameters of coal samples increase proportionally with the level of loading and the number of cycles. In the constant amplitude cyclic loading and unloading phase, there is minimal variation in the loading elastic modulus and damage parameters of coal samples, indicating their stability. As micro-scale fractures evolve within the coal body, pores with a volume less than 10 μm decrease with increasing cyclic loading and unloading during amplification cycles but remain relatively stable during equal amplitude cyclic loading phases. The contribution rate of damage to fractures with a volume between 10 and 10 μm increases with higher load levels and cyclic loading/unloading during both amplification and equal amplitude cycles. The minimum order of magnitude for fracture volume that dominates macroscopic failure in the coal body is determined to be 10 and 10 μm.
为了分析受损煤体的力学特性以及循环荷载作用下内部孔隙和裂隙缺陷的演化与劣化机制,选取含有原始孔隙和裂隙的原煤作为研究材料。本研究探讨了循环荷载对受损煤力学性能的影响以及煤体内孔隙和裂纹等缺陷结构的演化。基于裂隙体积定义了微裂隙尺寸判断指标(C),以确定煤体中的主要宏观破坏模式。结果表明,由于循环荷载作用,每个循环的加载和卸载曲线中形成了“滞后环”。在循环加卸载阶段,煤样的加载弹性模量和损伤参数均随加载水平和循环次数成比例增加。在等幅循环加卸载阶段,煤样的加载弹性模量和损伤参数变化极小,表明其稳定性。随着煤体内微尺度裂隙的演化,体积小于10μm的孔隙在放大循环过程中随着循环加卸载次数的增加而减少,但在等幅循环加载阶段保持相对稳定。在放大循环和等幅循环过程中,荷载水平和循环加卸载次数越高,体积在10至10μm之间的裂隙的损伤贡献率越高。确定主导煤体宏观破坏的裂隙体积的最小量级为10和10μm。