爆炸应力波作用下空孔周围裂纹群的扩展规律

杨仁树1,2,左进京1,宋俊生1,陈帅志1,肖成龙1

振动与冲击 ›› 2018, Vol. 37 ›› Issue (14) : 74-78.

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振动与冲击 ›› 2018, Vol. 37 ›› Issue (14) : 74-78.
论文

爆炸应力波作用下空孔周围裂纹群的扩展规律

  • 杨仁树1,2,左进京1,宋俊生1,陈帅志1,肖成龙1
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Experimental study on the extension rule of crack group around a hole under explosive stress wave

  • YANG Ren-shu1,2,ZUO Jin-jing1,SONG Jun-sheng1,CHEN Shuai-zhi1,XIAO Cheng-long1
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摘要

为探究爆炸载荷下空孔应力集中区裂纹群扩展规律,采用爆炸加载透射式焦散线系统,研究单炮孔作用下空孔周围预制裂纹扩展的动态行为。研究结果表明:在空孔与炮孔连线方向上,空孔迎爆侧、背爆侧预制裂纹起裂并扩展,其余方向预制裂纹没有扩展,背爆侧裂纹扩展长度大于迎爆侧裂纹扩展长度;迎爆侧、背爆侧裂纹不会同时起裂,两者起裂时间差为40μs左右,迎爆侧裂纹在扩展阶段的速度和应力强度因子峰值大于背爆侧裂纹相应值;空孔对于爆生裂纹的导向作用随炮孔与空孔距离L的增大越来越不明显,迎爆侧、背爆侧裂纹扩展速度、应力强度因子值随着L的增大而减小。

Abstract

In order to explore the extension rule of a crack group around and emptyhole in the stress concentration region under explosion loading, tests, adopting a dynamic caustics system of explosion loading transmission type, were carried out to investigate the dynamic extension behaviors of a prefabricated crack group around an empty hole under the explosion from a single blasthole. The experimental results show that in the direction of the connection line between the emptyhole and blasthole, at the meetingblast side and backblast side, the prefabricated cracks initiate to expand, while in the rest directions, the prefabricated cracks do not.The length of crack propagation at the backblast side is longer than that at, the meetingblast side.The cracks at the meetingblast side and backblast side do not start to expand at the same time. The timelag between the two initiationsis about 40 μs. The peak values of velocity and stress intensity factor at themeetingblast side is larger than those at the backblast side. The effect of the voids on the crack initiation becomes less and less obvious as the distance L increases. The crack growth velocity and the stress intensity factor at both sides decrease with the increase of L.
 

关键词

爆炸应力波 / 动态焦散线 / 应力集中 / 裂纹群 / 动态应力强度因子

Key words

explosive stress wave / dynamic caustics / stress concentration / group of crack / dynamic stress intensity factor

引用本文

导出引用
杨仁树1,2,左进京1,宋俊生1,陈帅志1,肖成龙1. 爆炸应力波作用下空孔周围裂纹群的扩展规律[J]. 振动与冲击, 2018, 37(14): 74-78
YANG Ren-shu1,2,ZUO Jin-jing1,SONG Jun-sheng1,CHEN Shuai-zhi1,XIAO Cheng-long1. Experimental study on the extension rule of crack group around a hole under explosive stress wave[J]. Journal of Vibration and Shock, 2018, 37(14): 74-78

参考文献

[1] 李清,张随喜,张迪,等.立井基岩深孔定向断裂爆破应用技术研究[J].建井技术, 2013,34(1):28-30.
LI Qing, ZHANG Sui-xi ,ZHANG Di, et al. Application technology research of deep hole directional fracture lasting in shaft bedrock[J]. Mine Construction Technology, 2013,34(1):28-30.
[2] 张奇,王小林,杨永琦,等.含空孔直眼掏槽爆破效果分析模型[J].工程爆破,2001,7(1):1-6.
ZHANG Qi, WANG Xiao-lin, YANG Yong-qi,et al.A model for analysis of the blasting effect of parallel cut [J]. Engineering Blasting, 2001,7(1):1-6.
[3] 陈秋宇,李海波,夏祥,等.爆破载荷下空孔效应的研究与应用[J]. 煤炭学报,2016,41(11):2749-2755.
CHENQiu-yu, LIHai-bo,XIAXiang, et al. Research and application of empty hole effect under blasting loading [J]. Journal of China Coal Society,2016,41(11):2749-2755.
[4] Dally J W. An introduction to dynamic photoelasticity[J]. Experimental Mechanics, 1980, 20(12):409-416.
[5] Cho S H, Nakamura Y, Mohanty B. Numerical study of fracture plane control in laboratory-scale blasting[J]. Engineering Fracture Mechanics, 2008, 75(13):3966-3984.
[6] Zhou C, Hu C, Ma F, et al. Elastic wave scattering and dynamic stress concentrations in exponential graded materials with two elliptic holes[J]. Wave Motion, 2014, 51(3):466–475.
[7] Zhao J, Cai J G. Transmission of Elastic P-waves across Single Fractures with a Nonlinear Normal Deformational Behavior[J]. Rock Mechanics and Rock Engineering, 2001, 34(1):3-22.
[8] 汪海波,宗奇,赵要才.立井大直径中空孔直眼掏槽爆炸应力波数值模拟分析与应用[J]. 岩石力学与工程学报, 2015,34(s1):3221-3229.
WANG Hai-bo, ZONG Qi, ZHAO Yao-cai, Numerical analysis and application of large diameter cavity parallel cut blasting stress field in vertical shaft [J]. Chinese Journal of Rock Mechanics and Engineering.2015,34(s1):3221-3229.
[9] 姚学锋,方竞,熊春阳.爆炸应力波作用下裂纹与孔洞的动焦散线分析[J]. 爆炸与冲击,1998,18(3):40-45.
YAO Xue-feng, FANG Jing, XIONG Chun-yang. Dynamic caustics analysis of crack and hole under the explosive stress waves[J]. Explosion and Shock Waves, 1998,18(3):40-45.
[10] 林大能,陈寿如.直眼掏槽效率敏感因子的理论与试验分析[J].煤炭学报,2003,30(1):40-45.
LIN Da-neng, CHEN Shou-ru.Theoretical and testing study on factor affecting parallel hole cut blasting[J]. Journal of China Coal Society, 2003,30(1):40-45.
[11] 岳中文,杨仁树,郭东明,等.爆炸作用下空孔周围应力场变化的模型实验[J], 煤炭学报,2009,34(5):624-628.
YUEZhong-wen, YANGRen-shu, GUO Dong-ming, et al. Model experimental of stress field around empty hole under blasting loading[j]. Journal of China Coal Society,2009,34(5):624-628.
[12] 孙金山,左昌群,周传波,等.爆炸应力波对邻近圆形隧道的动力扰动特征[J]. 振动与冲击,2015,34(18):7-12.
SUN Jin-shan, ZUO Chang-qun, CHOUChuan-bo, et al. Dynamic disturbing on a round tunnel subjected to blasting seismic wave[J], Journal of Vibration and Shock, 2015,34(18):7-12.
[13] 郭东明,刘康,杨仁树,等.爆炸冲击载荷下相邻巷道裂隙扩展机理模拟试验[J]. 振动与冲击,2016,35(2):178-183.
GUO Dong-ming, LIU Kang, YANG Ren-shu, et al. Simulation experiments on the mechanism of adjacent tunnel crack extension induced by explosion laod[J], Journal of Vibration and Shock, 2016,35(2):178-183.
[14] 杨仁树,岳中文,肖同社,等.节理介质断裂控制爆破裂纹扩展的动焦散实验研究[J]. 岩石力学与工程学报,2008,27(2): 244-250.
YANGRen-shu.YUEZhong-wen, XIAO Tong-she, et al. Dynamic caustics experiment on crack propagation of jointed medium fracture with controlled blasting [J]. Chinese Journal of Rock Mechanics and Engineering. 2008,27(2):244-250.
[15] 杨仁树,王雁冰,杨立云,等.双孔切槽爆破裂纹扩展的动焦散试验[J].中国矿业大学学报,2012,41(6):868-872.
YANGRen-shu, WANG Yan-bing ,YANG Li-yun, et al. Dynamic caustics experiment study on crack propagation in two borehole cut blasting [J]. Journal of China University of Mining and Technology,2012,41(6):868-872.
[16] AyatollahiMR,Torabi AR,Firoozabadi M. Theoretical and experimental investigation of brittle fracture in V-notched PMMA specimens undercompressive loading [J].Engineering Fracture Mechanics, 2015,52(2):187-205
[17] Zhang R,Guo R, WangSY. Mixed mode fracture study of PMMA using digital gradient sensing method [J].Engineering Fracture Mechanics, 2014,119(2): 164-172.

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