Dynamic response of coal and rocks under high strain rate

被引:4
|
作者
Zhou, Jingxuan [1 ,2 ]
Zhu, Chuanjie [1 ]
Ren, Jie [1 ]
Lu, Ximiao [1 ]
Ma, Cong [1 ]
Li, Ziye [1 ]
机构
[1] China Univ Min & Technol, Fac Safety Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
compression strength; dynamic loading; SHPB; strain rate; stress-strain; FRACTURE-TOUGHNESS; TENSILE-STRENGTH; PRESSURE; ENERGY; FAILURE; STRESS; BEHAVIOR; IMPACT; DAMAGE; TESTS;
D O I
10.12989/gae.2022.29.4.451
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The roadways surrounded by rock and coal will lose their stability or even collapse under rock burst. Rock burst mainly involves an evolution of dynamic loading which behaves quite differently from static or quasi-static loading. To compare the dynamic response of coal and rocks with different static strengths, three different rocks and bituminous coal were selected for testing at three different dynamic loadings. It???s found that the dynamic compression strength of rocks and bituminous coal is much greater than the static compression strength. The dynamic compression strength and dynamic increase factor of the rocks both increase linearly with the increase of the strain rate, while those of the bituminous coal are irregular due to the characteristics of multi-fracture and heterogeneity. Moreover, the absorbed energy of the rocks and bituminous coal both increase linearly with an increase in the strain rate. And the ratio of absorbed energy to the total energy of bituminous coal is greater than that of rocks. With the increase of dynamic loading, the failure degree of the sample increases, with the increase of the static compressive strength, the damage degree also increases. The static compassion strength of the bituminous coal is lower than that of rocks, so the number of small-scale fragments was the largest after bituminous coal rupture.
引用
收藏
页码:451 / 461
页数:11
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