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钢化玻璃冲击波毁伤效应测试结果分析 被引量:7

On experimental blast parameters for damage effect of monolithic tempered glass subjected to blast loading
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摘要 为研究爆炸冲击波对钢化玻璃的毁伤阈值,开展了钢化玻璃冲击波毁伤效应实验。对每一发实验进行了爆炸参数测试,获得了冲击波超压随时间变化历程的实验数据。通过对实验数据的处理与分析,得到了爆炸冲击波基本参数,包括正反射超压、冲击波到时、正压作用时间、正反射冲量、负反射超压、负压作用时间和负反射冲量等。将实验结果与CONWEP计算结果进行了比较,比较结果表明二者误差很小,证明冲击波测试结果准确可靠。对冲击波正负反射参数进行了比较,结果表明冲击波正反射参数明显高于冲击波负反射参数。 Damaging effects of blast waves on tempered glasses were experimentally investigated to explore the blast damage threshold of the tempered glasses.The blast shock wave parameters were tested in each experiment,and the experimental overpressure-time histories were obtained.By analyzing the experimental data,the blast shock wave parameters were obtained,such as normally reflected overpressure,arrival time of the shock wave,duration of the normally reflected overpressure,normally reflected impulse,negative reflected overpressure,duration of the negative reflected overpressure,and negative reflected impulse.Compared with the results computed by the CONWEP program,the relative errors were small,which verified that the tested results were accurate and reliable.Meanwhile,the normally reflected parameters are greater than the corresponding negative reflected ones.
作者 钟巍 寿列枫 何增 李伟昌 雷鸣 刘俊 田宙 浦锡锋 王仲琦 ZHONG Wei;SHOU Liefeng;HE Zeng;LI Weichang;LEI Ming;LIU Jun;TIAN Zhou;PU Xifeng;WANG Zhongqi(Northwest Institute of Nuclear Technology,Xi’an 710024,Shaanxi,China;Faculty of Material Science and Engineering,Xiangtan University, Xiangtan 411105,Hunan,China;State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology,Beijing 100081,China)
出处 《爆炸与冲击》 EI CAS CSCD 北大核心 2018年第5期1071-1082,共12页 Explosion and Shock Waves
基金 国家自然科学基金项目(91330205)
关键词 爆炸冲击波 钢化玻璃 毁伤阈值 爆炸参数 CONWEP blast shock wave tempered glass damage threshold blast parameter CONWEP
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  • 1刘飞,任辉启,王肖均,孙斐.抗爆墙在地面重要建筑物反爆炸恐怖袭击中的应用[J].防护工程,2004,26(6):20-25. 被引量:10
  • 2朱浮声,张德海,王凤池.动能弹侵彻素混凝土板的数值模拟[J].力学与实践,2006,28(3):60-63. 被引量:3
  • 3侯海量,朱锡,谷美邦,梅志远,陈昕.破片模拟弹侵彻钢板的有限元分析[J].海军工程大学学报,2006,18(3):78-83. 被引量:16
  • 4杨科之.基于毁伤率的抗爆单元合理划分及隔墙厚度.防护工程,2005,27(3):1-5.
  • 5W E 贝克.爆炸危险性及其评估[M].北京:群众出版社,1988:184-220.
  • 6Tri-Services Design Manual. Structures to resist the effects of accidental explosions[Z]. Departments of the Army, the Navy, and the Air Force, TM6- 1300, NAVFAC P- 397, AFM 88 -22, Washington,D. C. , December 1979.
  • 7Waterway Experimental Station, Corps of Engineers. Fundamentals of protective design for conventional weapons[M]. Department of The Army, TMS- 855- 1, November 1986.
  • 8T.A.Rose,P.D.Smith,G.C.Mays.Leakage Pressures Behind Blast Walls[J].Proc.6th Symposium on Internation of Nonnuclear Munitions with Structures,FL,1993.
  • 9M.E.Beyer.Blast loads behind vertical walls[J].22nd Explosives Safety Seminar,Dept of Defense Explosives Safety Board,Anaheim,CA,1986.
  • 10T.C.Chapman,T.A.Rose,P.D.Smith.Reflected Blast Wave Resultants Behind Cantilever Walls:A New Prediction Technique[J].Int.J.Impact Engng,1995,16(3):397-403.

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