Evolution of stress field in cylindrical blasting with bottom initiation

被引:10
作者
Guo, Yang [1 ]
Li, Qing [2 ]
Yang, Renshu [1 ,2 ,3 ]
Xu, Peng [2 ]
Zhao, Yong [1 ]
Wang, Yu [1 ]
机构
[1] Univ Sci & Technol Beijing, Beijing Key Lab Urban Underground Space Engn, Shool Civil & Resource Engn, Beijing 100083, Peoples R China
[2] China Univ Min & Technol Beijing, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
[3] China Univ Min & Technol Beijing, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
基金
中国博士后科学基金;
关键词
Dynamic caustics; ABAQUS numerical simulation; Cylindrical blast hole; Explosive stress field; Principal stress difference; EXPLOSION ENERGY; ROCK; FRACTURE; WAVES; CRACK; MODEL;
D O I
10.1016/j.optlaseng.2020.106153
中图分类号
O43 [光学];
学科分类号
070207 ; 0803 ;
摘要
The dynamic caustic method and numerical simulation method were used to study explosive stress field of cylindrical blasting with bottom initiation. The explosive stress distribution of cylindrical blast holes with bottom initiation was not uniform, and can be divided into side areas with stronger stress and end areas with weaker stress with notable end effects. In the side areas, the explosive stress field at the initiating end increased, and the stress was high at the initial stage after initiation. However, the stress field at the non-initiating end was the strongest with the explosive detonation wave propagating from initiating end to non-initiating end. Differences in the principal stress difference near the blast hole were significant. The explosive stress field in the initiating end was weaker than that in the non-initiating end. Caustic spots increased and maximum principal stress directions is consistent with crack propagation direction when cracks propagated near circular holes. According to the simulation results, the Mises stress wave has a "conical" distribution. The Mises stress attenuation coefficient in the vertical direction, the axial direction, and the oblique direction increased at initiating end. The Mises stress attenuation coefficient in vertical direction, oblique direction, the axial direction increased at non-initiating end.
引用
收藏
页数:11
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