Experimental and Numerical Investigation of Hard Rock Breakage by Indenter Impact

被引:19
作者
Jiang, Hongxiang [1 ,2 ,3 ]
Cai, Zhiyuan [1 ]
Wang, Ouguo [1 ]
Meng, Deguang [1 ]
机构
[1] China Univ Min & Technol, Sch Mechatron Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Jiangsu Engn Technol Res Ctr Intelligent Equipmen, Xuzhou 221008, Jiangsu, Peoples R China
[3] China Univ Min & Technol, Jiangsu Collaborat Innovat Ctr Intelligent Min Eq, Xuzhou 221008, Jiangsu, Peoples R China
关键词
BUTTON BIT; DRILL BIT; FRAGMENTATION; SIMULATION; PERFORMANCE; PENETRATION; REGRESSION; EFFICIENCY; PRESSURE; MACHINE;
D O I
10.1155/2020/2747830
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
To investigate the effect of indenter shape, impact energy, and impact velocity on the rock breakage performance, a test device for rock fragmentation by indenter impact was developed to obtain the rock breakage volume, depth, and area under different impact conditions. By comparing the rock breakage volume, depth, area, and specific energy consumption, the results show that indenter shape has a greater influence on the rock breakage performance than that of the impact velocity with the same impact energy, and impact energy plays a decisive role in rock breakage performance with an identical indenter shape and impact velocity. For the lowest to highest specific energy consumption, the order of indenter shape is cusp-conical, warhead, hemispherical, spherical-arc, and flat-top under the same impact energy and velocity, but the cusp-conical indenter is damaged after several impacts. The rock breakage volume, depth, and area all increase with the increase in impact energy, but the effect of the impact velocity could be ignored under the same impact energy. In addition, the rock breakage features of the numerical simulation and experiments are similar, which show that the crushing zone close to the indenter impact point is mainly caused by the high compressive stress, and then radial cracks are caused by the accumulative energy release. The findings of this study will contribute to progress in the performance and efficiency for percussive rock drilling.
引用
收藏
页数:12
相关论文
共 40 条
[1]   Simulation of dynamic response of granite: A numerical approach of shock-induced damage beneath impact craters [J].
Ai, H. A. ;
Ahrens, T. J. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2006, 33 (1-12) :1-10
[2]   Responses of jointed rock masses subjected to impact loading [J].
Aziznejad, Shabnam ;
Esmaieli, Kamran ;
Hadjigeorgiou, John ;
Labrie, Denis .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2018, 10 (04) :624-634
[3]   Numerical simulation of stress wave induced fractures in rock [J].
Banadaki, M. M. Dehghan ;
Mohanty, B. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2012, 40-41 :16-25
[4]   Numerical simulation of the Brazilian test and the tensile strength of anisotropic rocks and rocks with pre-existing cracks [J].
Cai, M ;
Kaiser, PK .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (03) :450-451
[5]   Micro-scale impact testing on cemented carbides [J].
Cinca, N. ;
Beake, B. D. ;
Harris, A. J. ;
Tarres, E. .
INTERNATIONAL JOURNAL OF REFRACTORY METALS & HARD MATERIALS, 2019, 84
[6]   Experimental and numerical study of drill bit drop tests on Kuru granite [J].
Fourmeau, Marion ;
Kane, Alexandre ;
Hokka, Mikko .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2017, 375 (2085)
[7]   An experimental research on the rock cutting process of the gage cutters for rock tunnel boring machine (TBM) [J].
Geng Qi ;
Wei Zhengying ;
Meng Hao .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2016, 52 :182-191
[8]   On the dynamic fragmentation of two limestones using edge-on impact tests [J].
Grange, S. ;
Forquin, P. ;
Mencacci, S. ;
Hild, F. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2008, 35 (09) :977-991
[9]  
Grunwald C, 2017, INT J PROT STRUCT, V8, P58, DOI 10.1177/2041419617695977
[10]   Force-penetration curves of a button bit generated during impact penetration into rock [J].
Hashiba, K. ;
Fukui, K. ;
Liang, Y. Z. ;
Koizumi, M. ;
Matsuda, T. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2015, 85 :45-56