循环冲击荷载作用下煤岩组合体力学响应和能量耗散特征研究

杨科1, 2, 郑诗章1, 2, 刘文杰1, 2, 3, 许日杰1, 2, 张寨男1, 2, 刘帅1, 2, 池小楼1, 2

振动与冲击 ›› 2024, Vol. 43 ›› Issue (20) : 150-161.

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振动与冲击 ›› 2024, Vol. 43 ›› Issue (20) : 150-161.
论文

循环冲击荷载作用下煤岩组合体力学响应和能量耗散特征研究

  • 杨科1,2,郑诗章1,2,刘文杰1,2,3,许日杰1,2,张寨男1,2,刘帅1,2,池小楼1,2
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A study on the mechanical response and energy dissipation characteristics of coal-rock composite under cyclical impact loads

  • YANG Ke1,2,ZHENG Shizhang1,2,LIU Wenjie1,2,3,XU Rijie1,2,ZHANG Zhainan1,2,LIU Shuai1,2,CHI Xiaolou1,2
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摘要

为探究循环冲击下煤岩组合体的力学响应与能量耗散特征,采用分离式霍普金森压杆实验系统(SHPB),设计开展5种不同冲击速度的煤岩组合体循环冲击压缩实验,对比分析不同冲击速度下组合体动态应力应变关系、能量耗散特性和破坏特征。研究结果表明:循环冲击下煤岩组合体存在明显的临界效应,冲击速度低于临界速度时动态抗压强度在冲击前期迅速降低,峰值应变变化率随冲击速度增加而降低;循环冲击下试件总吸收能和分形维数逐渐增大,在临界速度时达到峰值,超过临界速度后两者皆降低;冲击速度超过临界速度后,总吸收能相同时循环冲击条件下煤岩体破坏程度高于单次冲击;煤岩强度比1:2时,随着总吸收能的增加,岩体 从积聚和传递能量作用转向于加剧组合体破坏;冲击作用下组合体呈张拉劈裂破坏,低速条件下宏观裂纹 萌发主要发生在远离胶结面的煤体端面,随着冲击速度增大 远离胶结面岩体一侧亦有裂纹出现,根据失稳发生区域组合体破坏类型分为煤体失稳型和组合体失稳型,循环冲击下均发生组合体失稳型破坏。研究结果为软弱岩层动压巷道与采场围岩稳定性控制提供基础研究。

Abstract

In order to investigate the mechanical response and energy dissipation characteristics of coal-rock composite specimens under cyclic impact, a Split Hopkinson Pressure Bar (SHPB) experimental system was employed. Five different impact velocities were designed for cyclic impact compression experiments on coal-rock composite specimens. Comparative analyses were conducted to examine the dynamic stress-strain relationships, energy dissipation characteristics, and failure features of the composite specimens at different impact velocities. The research results indicate that under cyclic impact, coal-rock composite specimens exhibit a pronounced critical effect. When the impact velocity is below the critical velocity, the dynamic compressive strength rapidly decreases in the early stage of the impact, and the rate of change in peak strain decreases with increasing impact velocity. During cyclic impact, the total absorbed energy and fractal dimension of the specimens gradually increase, reaching their peak values at the critical velocity, after which both parameters decrease. Beyond the critical velocity, under equivalent total absorbed energy, the degree of damage to coal-rock formations under cyclic impact is higher than that under a single impact. With a coal-rock strength ratio of 1:2, as the total absorbed energy increases, the rock transitions from accumulating and transmitting energy to intensifying composite body damage. Under impact, the composite body exhibits tensile and splitting failure. Under low-speed conditions, macroscopic cracks mainly initiate at the coal body end face far from the bonding surface. As the impact velocity increases, cracks also appear on the side of the rock away from the bonding surface. According to the region of instability, the failure types of the composite body are classified into coal body instability and composite body instability, and under cyclic impact, the composite body exhibits composite body instability failure. The research results provide a fundamental basis for the stability control of dynamic pressure roadways and surrounding rock in weak rock layers.

关键词

循环冲击 / 煤岩组合体 / 动力学特性 / 能量耗散 / 分形维数 / 裂纹扩展

Key words

cyclic impact / coal-rock composite / dynamic characteristics / energy dissipation / fractal dimension / crack propagation

引用本文

导出引用
杨科1, 2, 郑诗章1, 2, 刘文杰1, 2, 3, 许日杰1, 2, 张寨男1, 2, 刘帅1, 2, 池小楼1, 2. 循环冲击荷载作用下煤岩组合体力学响应和能量耗散特征研究[J]. 振动与冲击, 2024, 43(20): 150-161
YANG Ke1, 2, ZHENG Shizhang1, 2, LIU Wenjie1, 2, 3, XU Rijie1, 2, ZHANG Zhainan1, 2, LIU Shuai1, 2, CHI Xiaolou1, 2. A study on the mechanical response and energy dissipation characteristics of coal-rock composite under cyclical impact loads[J]. Journal of Vibration and Shock, 2024, 43(20): 150-161

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