
第 31 卷第 1 期 辽宁工程技术大学学报(自然科学版) 2012 年 2 月
Vol.31 No.1 Journal of Liaoning Technical University(Natural Science) Feb. 2012
收稿日期:2011-05-08
基金项目:国家自然科学基金资助项目(51004104);国家重点基础研究发展计划资助项目(2007CB209400)
作者简介:刘江伟(1986-),男,山东 昌乐人,硕士,主要从事煤岩体水力致裂与放顶煤开采方面的研究.本文编校:焦 丽
文章编号:1008-0562(2012)-0026-05
单轴循环荷载对煤弹塑性和能量积聚耗散的影响
刘江伟
1,2
,黄炳香
1,2
,魏民涛
3
(1. 中国矿业大学 矿业工程学院, 江苏 徐州 221116;2. 中国矿业大学 煤炭资源与安全开采国家重点实验室,
江苏 徐州 221008;3. 河南神火集团,河南 永城 476600)
摘 要:为了研究循环加载对煤岩弹塑性和能量积聚耗散的影响,对二
2
煤进行了单轴压缩循环加载实验,分析
得出首次加载、卸载、再加载弹性模量呈正相关关系;随着循环数的增加,弹性应变会表现出倒“U”形变化,
塑性应变表现出“U”形变化的规律,由应变引起的弹性模量 E、弹性能量指数 W
et
和能量耗散率 W
ed
都表现出
倒“U”形变化的规律,首个平均弹性模量变化率 η 为 30 %,耗散的能量
sd
j
呈“U”形变化,当弹性能量指数
W
et
达到最大值时,冲击现象最容易发生;分析出微裂纹的萌生传播速度随应力振幅的增加而增加,微塑性变形
速度也随之增加,弹性能量指数在压密和线弹性阶段随加载程度的增加表现出先增加后减小的趋势,在“弹塑性
临界点”达到最大值.
关键词:煤;循环荷载;弹塑性;能量积聚耗散;弹性能;塑性能;弹性能量指数;能量耗散率
中图分类号:TD 32 文献标志码:A
Influence of cyclic uniaxial loading on coal elastic-plastic properties
and energy accumulation and dissipation
LIU Jiangwei
1
,HUANG Bingxiang
1
,WEI Mintao
1
(1. School of Mines,China University of Mining and Technology,Xuzhou 221116,China;
2. School of Safety,China University of Mining and Technology,Xuzhou 221116,China;
3. Henan shenhuo Group Co.,Yongcheng 476600,China)
Abstract: In order to investigate the influence of cyclic loading on the coal-rock elastic-plastic properties and
energy accumulation & dissipation, the cyclic loading test on uniaxial compression on Coal 2
2
was conducted in
this study. Based on the analysis results, the first loading and unloading, and reloading are positively correlated
with elasticity modulus. With the increase of cycle number, the elastic strain appears in an inverted U-shape
change while the plastic strain exhibits a U-shape change. All the elasticity modulus E, elastic energy index W
et
and energy dissipating rate W
ed
caused by strain follows an inverted U-shape change. The first average variation
rateηof elasticity modulus is 30%, and the energy dissipation
follows a U-shape change. When elastic
energy index W
et
reaches its maximum, a burst phenomenon will easily occur. With the increase of stress
amplitude, the speed of production and propagation of micro-crack will increase, as well as the micro-plastic
deformation speed will also increase. With the increase of loading level, the elastic energy index shows a
tendency of increasing earlier and decreasing later during the compression and linear elasticity period, and reaches
the maximum at “elastic-plastic critical point”.
Keywords: coal; cyclic loading; elastic-plastic properties; energy accumulation & dissipation; elastic energy;
plastic energy; elastic energy index; energy dissipation rate
0 引 言
冲击倾向性研究在冲击地压机理研究中占有
重要的位置
[1]
.以往煤的弹性能量指数的研究,多是
以一次完整的加卸载作为研究对象,而煤矿井下由
于老顶的周期性破断等采掘时空关系引起的围岩
应力扰动,导致经常会出现煤体受到多次循环加卸