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

Author:

Li Wei1,Zhang Zhizhen2ORCID,Teng Yeqi2,Wang Hao1,Man Cao1,Ren Menghan2,Shang Xiaoji2,Dou Linming3,Gao Feng2

Affiliation:

1. Shandong Energy Group Company Limited Jinan China

2. State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, School of Mechanics and Civil Engineering China University of Mining and Technology Xuzhou China

3. School of Mines China University of Mining and Technology Xuzhou China

Abstract

AbstractDeep 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.

Funder

National Natural Science Foundation of China

Publisher

Wiley

Reference52 articles.

1. Mechanical behavior of brittle–ductile transition in rocks at different depths;Xie HP;J China Coal Soc,2021

2. Research progress and prospect of deep mining rock mechanics based on coupled static–dynamic loading testing;Li XB;J China Coal Soc,2021

3. Comparative study on dynamic characteristics of two kinds of rocks under different occurrence depths;Wu YB;Eng Blasting,2023

4. Experimental research of sandstone dynamic strength criterion under different strain rates;Gong FQ;Rock Soil Mech,2013

5. Experimental study on mechanical characteristics of dolomite under three‐dimensional coupled static–dynamic loading;Zhou ZH;J China Coal Soc,2015

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3