|本期目录/Table of Contents|

[1]程兵,汪海波,王梦想,等.炮孔偏心不耦合装药爆破效应数值模拟[J].中国安全生产科学技术,2018,14(7):40-47.[doi:10.11731/j.issn.1673-193x.2018.07.006]
 CHENG Bing,WANG Haibo,WANG Mengxiang,et al.Numerical simulation on blasting effect of blast hole with eccentric decouple charge[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2018,14(7):40-47.[doi:10.11731/j.issn.1673-193x.2018.07.006]
点击复制

炮孔偏心不耦合装药爆破效应数值模拟
分享到:

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
14
期数:
2018年7期
页码:
40-47
栏目:
学术论著
出版日期:
2018-07-31

文章信息/Info

Title:
Numerical simulation on blasting effect of blast hole with eccentric decouple charge
文章编号:
1673-193X(2018)-07-0040-08
作者:
程兵汪海波王梦想宗琦
(安徽理工大学 土木建筑学院,安徽 淮南 232001)
Author(s):
CHENG Bing WANG Haibo WANG Mengxiang ZONG Qi
(School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan Anhui 232001, China)
关键词:
偏心不耦合装药爆破效应裂纹分布爆炸应力场数值模拟
Keywords:
eccentric decouple charge blasting effect crack distribution explosive stress field numerical simulation
分类号:
X936;TD235
DOI:
10.11731/j.issn.1673-193x.2018.07.006
文献标志码:
A
摘要:
为了研究炮孔偏心不耦合装药爆破效应,利用非线性动力分析平台,模拟了不同不耦合系数时炮孔周围的裂纹分布情况以及同心不耦合装药和偏心不耦合装药形成的爆炸应力场。研究结果表明:耦合侧裂纹总长度、裂纹平均长度和最长裂纹长度始终大于不耦合侧,不耦合系数为1.71时耦合侧与不耦合侧裂纹总长度、裂纹平均长度和最长裂纹长度的差值和比值都达到最大,K=1.71为改进偏心不耦合装药结构的最佳不耦合系数;同心不耦合装药形成的爆炸应力场在炮孔周围均匀分布,偏心不耦合装药形成的爆炸应力场则偏向于耦合侧,由于药卷周围不均匀的空气间隔对爆炸载荷产生了不同程度的缓冲和延迟作用,偏心不耦合装药不耦合侧等效应力峰值小于耦合侧,且不耦合侧等效应力峰值出现时间也滞后于耦合侧。
Abstract:
In order to study the blasting effect of blast hole with the eccentric decouple charge, the crack distribution around the blast hole under different decouple coefficients and the explosive stress field formed by the concentric decouple charge and eccentric decouple charge were simulated by using the nonlinear dynamic analysis platform. The results showed that the total crack length, the average crack length and the longest crack length at the coupling side were always greater than those at the decouple side. When the decouple coefficient was 1.71, both the difference and ratio of the total crack length, the average crack length and the longest crack length at the coupling side and the decouple side reached the maximum values, and K=1.71 was the best decouple coefficient for the improved eccentric decouple charge structure. The explosive stress field formed by the concentric decouple charge distributed evenly around the blast hole, while that formed by the eccentric decouple charge leaned towards the coupling side. Due to the buffer and delay effect with different degree of the uneven air spacing around the cartridge on the explosive load, the peak equivalent stress at the decouple side was smaller than that at the coupling side for the eccentric decouple charge, and the appearance time of the peak equivalent stress at the decouple side was also delayed than that at the coupling side.

参考文献/References:

[1]汪旭光. 爆破设计与施工[M].北京:冶金工业出版社,2015.
[2]李禹锡,蒲传金,李键钰,等. 偏心不耦合装药爆破孔间距理论分析与计算[J]. 化工矿物与加工,2017(1):33-37.LI Yuxi, PU Chuanjin, LI Jianyu, et al. Theoretical analysis and calculation of the spacing between the eccentric and decoupled charge blasting holes[J]. Chemical Minerals and Processing, 2017(1): 33-37.
[3]张建华. 偏心不耦合装药爆炸应力场研究及应用[J]. 工业安全与环保,2001,27(8):20-23.ZHANG Jianhua. Stress-field research and application of eccentric decouple charge[J]. Industrial Safety and Environmental Protection, 2001, 27(8): 20-23.
[4]蒲传金. 偏心不耦合装药爆破试验研究[J]. 化工矿物与加工,2007,36(4):30-43.PU Chuanjin. Test and research on eccentric decouple charge blasting[J]. Chemical Minerals and Processing, 2007,36(4): 30-43.
[5]张建华,王玉杰,梁锐. 偏心不耦合装药爆炸应力场的动光弹研究[J]. 爆破,2001,18(1):8-12.ZHANG Jianhua,WANG Yujie,LIANG Rui. Study on stress-field in eccentric decouple charge by dynamic photo-elastic experiments[J]. Blasting,2001,18(1):8-12.
[6]管少华,蒲传金,肖定军,等. 偏心不耦合装药爆破裂纹扩展实验研究[J]. 爆破,2015,32(1):16-21.GUAN Shaohua, PU Chuanjin, XIAO Dingjun, et al. Experimental study on crack propagation under eccentric decouple charge structure[J]. Blasting, 2015, 32(1): 16-21.
[7]时党勇,李裕春,张胜民,等. 基于ANSYS/LS-DYNA8.1进行显式动力分析[M].北京:清华大学出版社,2004.
[8]闫国斌,于亚伦. 空气与水介质不耦合装药爆破数值模拟[J]. 工程爆破,2009,15(4):13-19.YAN Guobin, YU Yalun. Numerical simulation of air and water medium decoupling charge balsting[J]. Engineering Blasting, 2009, 15(4): 13-19.
[9]夏祥,李海波,李俊如,等. 岩体爆生裂纹的数值模拟[J]. 岩土力学,2006,27(11):1987-1991.XIA Xiang, LI Haibo, LI Junru, et al. Numerical simulation of blast-induced cracks in rock[J]. Rock and Soil Mechanics, 2006, 27(11): 1987-1991.
[10]石少卿,康建功,汪敏,等.ANSYS/LS-DYNA在爆炸与冲击领域内的工程应用[M]. 北京:中国建筑工业出版社,2011.
[11]方秦,孔祥振,吴昊,等. 岩石Holmquist-Johnson-Cook模型参数的确定方法[J]. 工程力学,2014,31(3):197-204.FANG Qin, KONG Xiangzhen, WU Hao, et al. Determination of Holmquist-Johnson-Cook consitiutive model parameters of rock[J]. Engineering Mechanics, 2014, 31(3): 197-204.
[12]韩东波. 岩石类材料动态断裂特性及数值模拟研究[D]. 淮南:安徽理工大学,2014.
[13]李启月,黄武林,吴正宇,等. 不同地应力条件下直眼掏槽破岩的理论研究与数值模拟[J]. 中国安全生产科学技术,2016,12(11):57-62.LI Qiyue, HUANG Wulin, WU Zhengyu, et al. Theoretical study and numerical simulation on rock failure process in cutting by parallel hole under different ground stress conditions[J]. Journal of Safety Science and Technology, 2016, 12(11): 57-62.
[14]胡涛,李祥龙,关思,等. 分段装药结构爆破效果的数值模拟研究[J]. 中国工程科学,2014,16(11):36-41. HU Tao, LI Xianglong, GUAN Si, et al. Numerical simulation of structure performance under blasting with piecewise charge[J]. Engineering Sciences, 2014: 16(11):36-41.
[15]宗琦,孟德君. 炮孔不同装药结构对爆破能量影响的理论探讨岩[J]. 岩石力学与工程学报,2003,22(4):641-645.ZONG Qi, MENG Dejun. Influence of different kinds of hole charging structure on explosion energy transmission[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(4): 641-645.

相似文献/References:

备注/Memo

备注/Memo:
国家自然科学基金项目(51374012);安徽省科技攻关计划项目(1501041123)
更新日期/Last Update: 2018-08-09