Study on the fragmentation of granite due to the impact of single particle and double particles  被引量:5

在线阅读下载全文

作  者:Yuchun Kuang Wei Lin Xiaofeng Xu Yonghui Liu Kaisong Wu 

机构地区:[1]School of Mechatronic Engineering,Southwest Petroleum University,Chengdu 610500,China [2]Drilling and Production Academy in Jidong Branch Company of China Petroleum,Tangshan 063000,China

出  处:《Petroleum》2016年第3期267-272,共6页油气(英文)

基  金:The authors are grateful for the financial support from the Natural Science Foundation of China(NSFC)(No.50874095,No.51174173 and No.51374176);the China National Science and Technology Major Project(No.2011ZX05050);Graduate Innovation Foundation of College of Mechatronic Engineering,Southwest Petroleum University(No.CX2014SZ03).Without their support,this work would not have been possible.

摘  要:Particle Impact Drilling(PID)is a novel method to improve the rate of penetration(ROP).In order to further improve the performance of PID,an investigation into the effect of single and double particles:(1)diameter;(2)initial velocity;(3)distance;and(4)angle of incidence was undertaken to investigate their effects on broken volume and penetration depth into hard brittle rock.For this purpose,the laboratory experiment of single particle impact rock was employed.Meanwhile,based on the LS-DYNA,a new finite element(FE)simulation of the PID,including single and double particles impact rock,has been presented.The 3-dimensional(3D),aix-symmetric,dynamicexplicit,Lagrangian model has been considered in this simulation.And the Elastic and Holmquist Johnson Cook(HJC)material behaviors have been used for particles and rocks,respectively.The FE simulation results of single particle impacting rock are good agreement with experimental data.Furthermore,in this article the optimal impact parameters,including diameter,initial velocity,distance and the angle of incidence,are obtained in PID.

关 键 词:Particle impact drilling DYNAMICS SHPB test Simulation Rock breaking mechanism 

分 类 号:TP2[自动化与计算机技术—检测技术与自动化装置]

 

参考文献:

正在载入数据...

 

二级参考文献:

正在载入数据...

 

耦合文献:

正在载入数据...

 

引证文献:

正在载入数据...

 

二级引证文献:

正在载入数据...

 

同被引文献:

正在载入数据...

 

相关期刊文献:

正在载入数据...

相关的主题
相关的作者对象
相关的机构对象