Effect of microstructure on short pulse duration shock initiation of TATB and initial response mechanism

Micro-TATB particles with different sizes and 3D nanoporous TATB architectures with different specific surface areas were prepared through recrystallization to study short pulse duration shock initiation properties by electric gun technology. For micro-TATB, the initiation threshold significantly decreases with TATB average size ranging from 79.7 μm to 0.5 μm. For 3D nanoporous TATB architecture, the initiation threshold decreases and then increases with specific surface areas increased from 9.6 m²/g to 36.2 m²/g. The lowest initiation thresholds are obtained for the micro-TATB with average sizes of 1.3 μm and 0.5 μm, and 3D nanoporous TATB architecture with specific surface area of 22.4 m²/g. The shock initiation thresholds of micro-TATB and 3D nanoporous TATB architectures show significantly decreases with the porosity increased. The decomposition reaction and thermal conductivity properties were further investigated to understand the initial response mechanism. High porosity provides more collapse sites to generate high temperature for formation of hot spots. The low thermal conductivity and decomposition temperature could enhance the formation and ignition of the hot spots, and initial decomposition reaction of TATB. The effect of the decomposition temperature is higher than that of the thermal conductivity on the shock initiation properties. The enhanced decomposition reaction could promote energy release and transfer process from the ignition to the combustion. This work offers a new insight to understand the effects of microstructure on the shock initiation properties and the initial response mechanism of TATB.     

空间飞网地面碰撞试验与仿真

设计了空间飞网地面碰撞试验系统,并将碰撞试验结果与有限元仿真结果进行比较分析,对碰撞过程中的碰撞力和绳段内力进行分析。研究表明:试验结果与仿真结果吻合较好,这验证了仿真模型的有效性;飞网碰撞目标后产生的约束张力有利于收拢包裹目标;飞网的柔性特征可有效缓解碰撞效应,但碰撞区域绳段易产生断裂破坏。     

输电塔-线体系在断线作用下的动力响应

架空送电线路设计技术规程给出了断线情况下导地线静态平衡后的张力系数,该系数没有考虑塔-线体系的动态冲击效应。以晋东南-南阳-荆门1000kV输电线路沿山头汉江大跨越工程为参考,利用两基三线模型分析了断线工况下大跨越输电塔的动力响应。数值模拟分析表明,断线荷载对输电塔的冲击作用显著,应力放大系数γ达到1．42—1．94。该结论可以为输电线路相关规范的制定提供参考,也为类似塔-线结构体系的动力计算提供借鉴。     

地铁火灾应急预案的制定

介绍地铁火灾发生时的几个主要的特点以及其巨大的危害性,引出了地铁火灾应急预案制定模式的重要性。通过对已有的资料进行研究、分析,同时结合实际,对地铁火灾应急预案制定时所包含的主要内容进行了科学的完善,得出了一个完整的预案制定模式。     

一类具Holling-Ⅲ类功能性反应的食物有限捕食-被捕食模型的极限环

研究一类具Holling-Ⅲ类功能性反应的食物有限捕食-被捕食模型的动力学性态。应用微分方程定性理论,证明当正平衡点不稳定时该模型存在唯一稳定的极限环。     

运载器牵制释放结构动力响应数值模拟方法研究

将运载器牵制释放垂直发射的过程依次分为静态、牵制、释放三个阶段.利用MSC.Patran/Nastran的场功能和分组分析功能,将前一个阶段的计算结果场向后一个阶段的初始条件场传递,提出了一种分析运载器牵制释放全过程结构动力响应的分阶段计算新方法.解决了牵制释放过程中由于出现运载器-发射台分离面给结构动力响应计算带来的困难.采用该方法计算了几个运载器牵制释放的算例,分析了牵制阶段牵制力的变化、释放阶段运载器结构动力响应的特点、不同释放时间对结构动力响应的影响.算例表明:该方法实施简便、精度较高,还可拓展用于不同时刻释放、释放不同步、施加缓释力等条件下运载器结构动力响应的分析,为牵制释放系统的研制提供参考.     

单一载荷和当量载荷的识别

本文根据多自由度系统受单一载荷作用的特点,将载荷识别的理论公式简化为只要依据系统任意点的响应信号和一个对应的频响函数即可运算,并在使用HP3562A 动态信号分析仪的实验中证明具有很好的识别精度。此种识别技术还可推广用于识别实际上不是作用于某点的当量载荷。     

关于圆柱壳在水下爆炸冲击波作用下二次加载现象的数值模拟研究

运用大型商业有限元程序MSC.DYTRAN数值模拟了水下爆炸冲击波载荷作用下自由环肋圆柱壳的非线性动态响应.采用一般耦合算法(generalcoupling)模拟流体与结构的耦合效应,计算中考虑了材料的应变率强化效应,几何非线性的影响,分析了空穴现象的产生和二次加载对结构响应的影响.仿真结果表明,相同工况和厚度下的无限自由平板和自由环肋圆柱壳,后者的空化时间比前者长,而壳体运动的最大速度后者比前者低.     

Blast resistance evaluation of urban utility tunnel reinforced with BFRP bars

To improve corrosion-resistance of shallow-buried concrete urban utility tunnels(UUTs),basalt fiber reinforced polymer(BFRP)bars are applied to reinforce UUTs.As the UUT must have excellent survival capability under accidental explosions,a shallow-buried BFRP bars reinforced UUT(BBRU)was designed and constructed.Repetitive blast experiments were carried out on this BBRU.Dynamic responses,damage evolutions and failure styles of the BBRU under repetitive explosions were revealed.The tunnel roof is the most vulnerable component and longitudinal cracks develop along the tunnel.When the scaled distance is larger than 1.10 m/kg1/3,no cracks are observed in the experiments.When the BBRU is severely damaged,there are five cracks forming and developing along the roof.The roof is simplified as a clamped-supported one-way slab,proved by the observation that the maximum strain of the transverse bar is much larger than that of the longitudinal bar.Dynamic responses of the roof slab are predicted by dynamic Euler beam theory,which can consistently predict the roof displacement under large-scaled-distance explosion.Compared with the UUT reinforced with steel bars,the BBRU has advantages in blast resistance with smaller deflections and more evenly-distributed cracks when the scaled distance is smaller than 1.260 m/kg1/3 and the steel bars enter plastic state.Longer elastic defamation of the BFRP bars endows the UUT more excellent blast resistance under small-scaled-distance explosions.     

U.S. policy on preventive war and preemption

In the aftermath of September 11, 2001 and Hurricane Katrina, the United States government has spent tens of billions of dollars to improve the nation's ability to respond to a natural disaster or terrorist attack, but the emphasis on immediate first response has left many long-term environmental, political, and technological challenges unaddressed. Although a dirty bomb attack is unlikely to yield the same amount of physical devastation and death as caused by Katrina or a nuclear weapon, the social, psychological, and economic impact would be enormous. At present, however, the United States lacks the technology necessary to decontaminate a large, densely populated urban area under time, political, and economic constraints. This article reviews past cleanup experiences and current decontamination capabilities to consider the long-term implications of a dirty bomb, identifies weaknesses in America's existing response capabilities, notes possible areas of political friction, and considers the implications of the failure to adequately prepare. Having the appropriate decontamination techniques established and long-term plans in place before an incident occurs will significantly improve the government's ability to protect public and environmental security, establish a viable decontamination strategy, allow residents to return to their homes, and get the local economy back on its feet.