Deformation, fracture, and energy evolution characteristics of coal-rock under dynamic–static combined loading

IF 3.5 3区 工程技术 Q3 ENERGY & FUELS
Wei Li, Zhizhen Zhang, Yeqi Teng, Hao Wang, Cao Man, Menghan Ren, Xiaoji Shang, Linming Dou, Feng Gao
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引用次数: 0

Abstract

Deep coal-rock formations are subjected to complex stress environments characterized by high static stresses and dynamic disturbances. To study the damage, fracture, and energy evolution characteristics of coal-rock under dynamic–static combined loading, a new multiscale constitutive model for coal-rock under dynamic–static combined loading is proposed based on micromechanics, and it is implemented into the LS-DYNA solver. A numerical model of coal-rock Split Hopkinson Pressure Bar under dynamic–static combined loading is established using LS-DYNA, and research on the mechanical and energy evolution characteristics of coal-rock under one-dimensional and three-dimensional dynamic–static combined loading is conducted. The results show that under one-dimensional dynamic–static combined loading, with the increase of precompression, the dynamic peak stress linearly decreases while the combined peak stress linearly increases, and the dissipated energy of the specimen shows a decreasing trend. The fracture patterns of the coal-rock specimen include internal shear fracture and external tensile fracture, and eventually, these two modes of fracture intersect to form macroscopic mesh cracks. As the axial pressure increases, the degree of specimen fragmentation gradually increases. Under three-dimensional dynamic–static combined loading, with the increase of preconfining pressure, the stress–strain curve of the specimen will transition from “stress drop” to “stress rebound” after the peak. The peak stress increases with the increase of confining pressure, and the energy dissipation density of the specimen increases first and then decreases with the increase of confining pressure. With the increase of confining pressure, the hoop deformation of the specimen plays a constraining role, and the degree of specimen fracture gradually weakens, and the time of fracture occurrence gradually delays. The research results contribute to revealing the mechanical and energy mechanisms of rockburst disasters in deep coal mines.

Abstract Image

动静联合加载下煤岩的变形、断裂和能量演化特征
深部煤岩层承受着以高静态应力和动态扰动为特征的复杂应力环境。为研究煤岩在动静联合荷载作用下的损伤、断裂和能量演化特征,提出了基于微观力学的煤岩在动静联合荷载作用下的新型多尺度构成模型,并将其应用于 LS-DYNA 求解器中。利用LS-DYNA建立了动静联合加载下煤岩分体霍普金森压杆的数值模型,并对煤岩在一维和三维动静联合加载下的力学和能量演化特性进行了研究。结果表明,在一维动静联合加载下,随着预压缩量的增大,动峰值应力线性减小,而联合峰值应力线性增大,试样耗散能量呈减小趋势。煤岩试样的断裂模式包括内部剪切断裂和外部拉伸断裂,最终这两种断裂模式相交形成宏观网状裂缝。随着轴向压力的增加,试样的破碎程度逐渐增加。在三维动静联合加载下,随着预约束压力的增加,试样的应力-应变曲线在达到峰值后会从 "应力下降 "过渡到 "应力回升"。峰值应力随约束压力的增加而增大,试样的能量耗散密度随约束压力的增加先增大后减小。随着约束压力的增加,试样的箍筋变形起约束作用,试样断裂程度逐渐减弱,断裂发生时间逐渐推迟。该研究成果有助于揭示深部煤矿岩爆灾害的力学和能量机理。
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来源期刊
Energy Science & Engineering
Energy Science & Engineering Engineering-Safety, Risk, Reliability and Quality
CiteScore
6.80
自引率
7.90%
发文量
298
审稿时长
11 weeks
期刊介绍: Energy Science & Engineering is a peer reviewed, open access journal dedicated to fundamental and applied research on energy and supply and use. Published as a co-operative venture of Wiley and SCI (Society of Chemical Industry), the journal offers authors a fast route to publication and the ability to share their research with the widest possible audience of scientists, professionals and other interested people across the globe. Securing an affordable and low carbon energy supply is a critical challenge of the 21st century and the solutions will require collaboration between scientists and engineers worldwide. This new journal aims to facilitate collaboration and spark innovation in energy research and development. Due to the importance of this topic to society and economic development the journal will give priority to quality research papers that are accessible to a broad readership and discuss sustainable, state-of-the art approaches to shaping the future of energy. This multidisciplinary journal will appeal to all researchers and professionals working in any area of energy in academia, industry or government, including scientists, engineers, consultants, policy-makers, government officials, economists and corporate organisations.
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