快速拼装式防爆墙消波性能数值模拟研究Numerical Simulation on Wave Dissipating Performance of Rapid Assembling Anti-blast Wall
张志刚,张致远,李明钊,葛涛,钱涛
摘要(Abstract):
为研究快速拼装式防爆墙墙后超压分布规律及影响因素,基于2D映射3D网格建模技术,采用AUTODYN有限元软件分别对TNT当量为6.82 kg,爆高1 m、爆距3 m、墙厚0.5 m,墙体高度为1.5 m、2 m、2.5 m的计算模型和比例爆距分别1.58 m/kg~(1/3)、1.28 m/kg~(1/3)、1.05 m/kg~(1/3)的计算模型以及比例爆距为1.05 m/kg~(1/3),爆高1 m、墙高2 m、墙厚0.5 m,爆距为2 m、3 m、4 m的计算模型进行了模拟,分析了墙体高度、比例爆距和炸药位置对墙后超压分布的影响。结果表明:墙体高度增加将显著增强防爆墙消波性能,墙体高度在1.5~2.5 m范围内变化时,墙后消波系数变化较大;随着比例爆距的减小,墙后较远处消波系数有所增大;随着测点高度和爆高增大,测点处受到的防爆墙保护效应将减小。综合考虑以上因素对墙后测点超压的影响,拟合出了计算墙后超压大小的公式,计算结果与数值模拟结果能较好的吻合。
关键词(KeyWords): 爆炸力学;防爆墙;消波性能;数值模拟
基金项目(Foundation): 国家自然科学青年基金项目(51508568);; 爆炸冲击防灾减灾国家重点实验室开放课题(DPMEIKF201409)
作者(Author): 张志刚,张致远,李明钊,葛涛,钱涛
参考文献(References):
- [1]张千里,张耀,年鑫哲.混凝土防爆墙对爆炸冲击波传播的影响[J].振动与冲击,2013,32(24):192-196.[1]ZHANG Qian-li,ZHANG Yao,NIAN Xin-zhe.Effect of concrete protective wall on explosion shock wave[J].Journal of Vibration and Shock,2013,32(24):192-196.(in Chinese)
- [2]华雨,于纪言,张庆,等.静爆冲击波在空气中的传播规律[J].兵器装备工程学报,2016,37(7):168-172.[2]HUA Yu,YU Ji-yan,ZHANG Qing,et al.Study on propagation law of static explosion wave in air[J].Journal of Ordnance Equipment Engineering,2016,37(7):168-172.(in Chinese)
- [3]姜鹏飞,叶琳,伍俊.爆炸冲击波作用下钢板-混凝土组合结构受力性能分析[J].武汉理工大学学报,2013,35(5):95-98.[3]JIANG Peng-fei,YE Lin,WU Jun.Analysis on dynamic properties of steel-concrete composite structure under blast waves[J].Journal of Wuhan University of Technology,2013,35(5):95-98.(in Chinese)
- [4]张志刚,李明钊,葛涛,等.新型拼装式防爆墙研究的若干进展[J].爆破,2015,32(3):176-182.[4]ZHANG Zhi-gang,LI Ming-zhao,GE Tao,et al.Research progress in new kind of assembling anti-blast wall[J].Blasting,2015,32(3):176-182.(in Chinese)
- [5]年鑫哲,张耀,孙传怀,等.空气冲击波作用于柔性防爆墙的透射和绕射效应分析[J].工程力学,2015,32(3):241-256.[5]NIAN Xin-zhe,ZHANG Yao,SUN Chuan-huai,et al.Analysis of transmission and diffraction effects of air shock waves upon flexible explosion-proof walls[J].Engineering Mechanics,2015,32(3):241-256.(in Chinese)
- [6]宗瑞卿,白盼.新型护栏型结构防爆墙设计与数值模拟[J].爆破,2016,33(3):140-145.[6]ZONG Rui-qing,BAI Pan.Design and numerical simulation on new fence blast wall[J].Blasting,2016,33(3):140-145.(in Chinese)
- [7]杨鑫,石少卿,程鹏飞.空气中TNT爆炸冲击波超压峰值的预测及数值模拟[J].爆破,2008,32(24):15-19.[7]YANG Xin,SHI Shao-qing,CHENG Peng-fei.Forecast and simulation of peak overpressure of TNT explosion shock wave in the air[J].Blasting,2008,25(1):15-19.(in Chinese)
- [8]ROSE T A,SMITH P D,MAYS G C.Protection of structures against airblast using barriers of limited robustness[J].Proceedings of the Institution of Civil Engineers Structures and Buildings,1998,128:167-176.
- [9]X Q Zhou,H Hao.Prediction of airblast loads on structures behind a protective barrier[J].International Journal of Impact Engineering,2008,35(5):363-375.
- [10]穆朝民,任辉启,李永池,等.爆炸冲击波对墙体绕射效应的研究[J].力学与实践,2009,31(5):35-40.[10]MU Chao-ming,REN Hui-qi,LI Yong-chi,et al.Research into impact effect on wall and flow around wall of explosive shock wave[J].Mechanics in Engineering,2009,31(5):35-40.(in Chinese)
- [11]李鑫,吴桂英,贾昊凯.挡墙对爆炸冲击波传播影响的数值模拟[J].工程力学,2012,29(2):245-250.[11]LI Xin,WU Gui-ying,JIA Hao-kai.The numerical simulation of explosion shock wave propagation subject to the retaining wall[J].Engineering Mechanics,2012,29(2):245-250.(in Chinese)
- [12]洪武,范华林,徐迎,等.防爆墙迎爆面反射压力系数计算方法研究[J].振动与冲击,2012,31(19):109-117.[12]HONG Wu,FAN Hua-lin,XU Ying,et al.Calculation method for reflected pressure of a blast wall[J].Journal of Vibration and Shock,2012,31(19):109-117.(in Chinese)
- [13]K Scherbatiuk,N Rattanawangcharoen.Experimental testing and numerical modeling of soil-filled concertainer walls[J].Engineering Structures,2008,30(12):3545-3554.
- [14]JOHN O H.AUTODYN theory manual[R].California:Livermore Software Corporation,1997:1430-1435.
- [15]穆朝民,任辉启,李永池,等.爆炸冲击波作用于墙体及对墙体绕射的实验研究[J].实验力学,2008,23(2):169-174.[15]MU Chao-ming,REN Hui-qi,LI Yong-chi,et al.Experimental study of blast wave reflection and diffraction on a shelter wall[J].Journal of Experimental Mechanics,2008,23(2):169-174.(in Chinese)
- [16]张社荣,李宏璧,王高辉,等.空中和水下爆炸冲击波数值模拟的网格尺寸效应对比分析[J].水利学报,2015,46(3):298-306.[16]ZHANG She-rong,LI Hong-bi,WANG Gao-hui,et al.Comparative analysis of mesh size effects on numerical simulation of shock wave in air blast and underwater explosion[J].Journal of Hydraulic Engineering,2015,46(3):298-306.(in Chinese)
- [17]CHAPMAN T C,ROSE T A,SMITH P D.Reflected blast wave resultants behind cantilever walls:A new prediction technique[J].International Journal of Impact Engineering,1995,16(3):123-139.