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《Chinese Journal of Underground Space and Engineering》 2007-06
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Numerical Simulation of the Effects of Spall-resistant Steel Panel for Underground Structure under Impulsive Loads

QIAN Yue-hong,TANG De-gao,LIU Ji-jun,JIANG Peng-fei,QU Xia(Engineering Institute of Corps of Engineers,PLA Univ.of Sci.&Tech.,Nanjing 210007,China)  
The concrete structure with or without steel panel is simulated by the software ANSYS/LS-DYNA.Based on the analysis of the results of these two cases,the rule of element'sσyat different position is presented,and it shows that the steel panel can effectively reduce the maximal σy of the element adjacent to the steel panel,and can postpone the arriving time within the simulation time.At the same time,the simulation reveals that the boundary effects don't affect the spalling in the similar structure presented in this paper.Simulative results will provide reference for the design and construction of related projects.
【CateGory Index】: TU398.9
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【References】
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1 Yan Haichun1,Ai Dewu1,Yuan Zhengru1,Li Bo2(1.Engieneering Institute of Corps of Engineers,PLA University of Science and Technology,Nanjing 210007,China; 2.Shanxi Civil Defense Engineering Research and Design Institute,Xi'an 710061,China);On the Load Analysis of Resistance to Conventional Weapons under the Circumstances of Air Buffer Application[J];Chinese Journal of Underground Space and Engineering;2012-04
【Citations】
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1 LI Xiu-di~1,ZHENG Ying-ren~1,XU Gan-cheng~2(1.Department of Architecture & Civil Engineering,Logistical Engineering University,Chongqing 400041,P.R.China;2.Air Force Engineering Design and Research Bureau,Beijing 100077,P.R.China);Study on the Application of Spall-Resistant Steel Panels for Underground Structure Under Impulsive Loads[J];Chinese Journal of Underground Space and Engineering;2006-01
【Co-citations】
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1 Kong Desen1,2,3,Zhang Weiwei1,Meng Qinghui1,Men Yanqing1(1.Institute of Civil Engineering and Architecture,Shandong University of Science and Technology,Qingdao,Shandong 266510,China;2.Institute of Civil Engineering,Tongji University,Shanghai,200092,China;3.Shandong Province Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering,Qingdao 266510,China);Estimation and Evaluation of Terror Explosion Equivalent in Underground by TNT Equivalent[J];Chinese Journal of Underground Space and Engineering;2010-01
2 Liao Weizhang1,Du Xiuli2 (1.College of Civil Engineering and Traffic Engineering,Beijing University of Civil Engineering and Architecture,Beijing 100044,China;2.The Key Laboratory of Urban Security and Disaster Engineering (Ministry of Education),Beijing University of Technology,Beijing 100124,China);Dynamic Responses of Subway Station under the Internal Blast Loads[J];Chinese Journal of Underground Space and Engineering;2010-05
3 Tian Qiang1,Zheng Yunmu1,Wang Qifan1,Feng Guoxiang2(1.Depaartment of Architecture & Civil Engineering,LEU,Chongqing 401331,China;2.Engineering Research and Design Institute,Chengdu Military Region,Kunming 650222,China);The Damage Test Investigation of Underground Structure Heads Subjected to Precision Strikes[J];Chinese Journal of Underground Space and Engineering;2010-06
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6 LIU Zhi-jian, ZHANG Zheng-jie, ZHANG Kuan-hu (Xi′an Modern Chemistry Research Institute, Xi′an 710065, China);Tests and Calculation for Explosive cavities[J];Chinese Journal of Explosives & Propellants;2001-04
7 JIN Qian-kun(School of Software,Beijing Institute of Technology,Beijing 100081,China);Simulation of Cylindrical Shell Damage by Fragments and Shock Waves[J];Acta Armamentarii;2006-02
8 CUI Yun-xiao,HU Yong-le,CHEN Jian-jie,WANG Feng-chao(Northwest Institute of Nuclear Technology,Xi'an 710024,Shaanxi,China);Numerical Simulation for Explosive Test in Explosion Containment Vessel Filled with Sand[J];Acta Armamentarii;2010-S1
9 FAN Xin,SHI Lei,DU Xiu-li(Key Laboratory of Urban Security and Disaster Engineering,Beijing University of Technology,Beijing 100124,China);Numerical Simulation for Explosion Load in Underpass Structure[J];Acta Armamentarii;2010-S1
10 XU Hai-bin,YANG Jun,MA Yan-jun,XIONG Chen,ZHONG Fang-ping,LIANG Zhi-gang,QIN Xue-jun(Northwest Institute of Nuclear Technology,Xi'an 710024,Shaanxi,China);Experimental Study on Shield Facility for Video Surveillance in Explosion Containment Vessel[J];Acta Armamentarii;2010-S1
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1 QIAN Yue-hong~1,TANG De-gao~1,SONG Zhi-wen~2,JIANG Peng-fei~1,QU Xia~1 (1.Engineering Institute of Corps of Engineers,PLA Univ.of Sci.&Tech.,Nanjing 210007,China; 2.College of Civil Engineering,Tongji University,Shanghai 200092,China);Numerical simulation of the dynamical trait and the effects of spall-resistant steel panel for underground structure under impulsive loads[A];[C];2007
2 ;The Mathematical Model and Its Application of Classification of Rock Fragmentation by Blasting[A];[C];2008
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4 Wang Yun,Jiang Zhigang,Hu Ping (National University of Defense Technology Changsha,Hunan,410072,China);A Preliminary Study on the Blast shock Load of Large Bridge under Air Explosion[A];[C];2009
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6 CHANG Zhen-zheng~1,ZHANG Jin-quan~2,MA Hong~1 (1.Kailuan Group Corporation,Hebei 063018; 2.Shandong University of Science and Technology,Shandong 266510);In Weak Constraint Conditions the Explosion Shock Wave Propagation Regularity and the Strength Calculation[A];[C];2010
7 Chen Jianjie~(1,2),Hu Yongle~2,Zhang Jing~2,Li Zhikang~2 (1 Geotechnical Department,Tongji University,Shanghai 200092 China)(2 P.O.Box 89810,Malan,841700 China);ANTI-EXPLOSION ABILITY EVALUATION OF REINFORCED CONCRETE HOLLOW CYLINDER BY DAMAGE COEFFICIENT METHOD[A];[C];2000
8 Wang ning,Zhang tao (1.China Ship Development &Design Center,Wuhan Hubei 430064,China) (2.School of Naval Architecture and Ocean Engineering,Huazhong University of Science & Technology,Wuhan Hubei 430074,China);Transfer Pattern and Defense Structure of Explosive Shock Wave for Pipeline System[A];[C];2009
9 Tao Lubin Sun Jun Department of Geotechnical Engineering, Tongji University in Shanghai;the Study on the Critical Safety of Operating Generators in Established Underground Power Station Which Are Affected by Vibration Resulting from the Explosion of Succeeding Openings by Site Measurement of a Pumping Hydropower Station in Guangzhou[A];[C];1992
10 WU Cong-shi, QI Bao-jun, LIU Yu-feng (Changsha University of Communication, Changsha 410076, China);The Pressure Variation of the Hole with Divided Charge and the Blasting Effect[A];[C];2000
【Co-references】
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1 ZHOU Jian-nan,CHANG Shou-min,WANG Bin,JIN Feng-nian(Engineering Institute of Corps of Engineers,PLA Univ.of Sci.& Tech.,Nanjing 210007,China);Shielding Cover Design for Civil Air Defence Engineering With Parking Lot Basement[J];Chinese Journal of Underground Space and Engineering;2007-05
2 WANG Bin1,2,SONG Er-xiang1,ZHOU Jian-nan2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,P.R.China;2.Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.,Nanjing 210007 P.R.China);Equivalent Static Loads of the Underground Arched Structures Subjected to Charge Explosions[J];Chinese Journal of Underground Space and Engineering;2007-06
3 WANG Qi-fan1,GUO Zhi-kun2,TIAN Qiang1,WANG Zheng1(1.Dept.of Architecture & Civil Engineering,LEU,Chongqing 400041,China;2.Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.,Nanjing 210007,China);Experimental Study on Anti-penetration Capabilities of a Composite Shelter of RPC Pummel on Surface[J];Chinese Journal of Underground Space and Engineering;2009-05
4 GUO Zhi-kun,CHEN Wan-xiang,YUAN Zheng-ru,WANG Qi-fan (Engineering Institute of Corps of Engineers,PLA Univ.of Sci.and Tech.,Nanjing 210007,China);Structural selection and testing of new yaw-inducing bursting layer[J];Journal of PLA University of Science and Technology(Natural Science Edition);2007-05
5 YAN Hai-chun,FANG Qin,CHEN Li(Engineering Institute of Corps of Engineers,PLA Univ.of Sci.& Tech.,Nanjing 210007,China);Damage effect on top plate of layered structure under impact of falling mass from blast layer[J];Journal of PLA University of Science and Technology(Natural Science Edition);2008-01
【Secondary Citations】
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1 Lin Runde, Liu Zeqi, Lu Guoqiang, Xu Quanqing(Tongji University, shanghai, 200092);A FEASIBLE ANALYSIS TO THE TECHNOLOGY OF INCREASING STRENGTH INSIDE A REINFORCED CONCRETE S TRUCTURE BY STICKING STEEL PLATES[J];EXPLOSION AND SHOCK WAVES;1997-03
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