Experimental investigation on dynamic response and damage models of circular RC columns subjected to underwater explosions

Reinforced concrete (RC) columns are widely used as supporting structures for high-piled wharfs. The study of damage model of a RC column due to underwater explosion is a critical issue to assess the wharf’s antiknock security. In this study, the dynamic response and damage model of circular RC columns subjected to underwater explosions were investigated by means of scaled-down experiment models. Experiments were carried out in a 10.0 m diameter tank with the water depth of 2.25 m, under different explosive quantities (0.025 kg–1.6 kg), stand-off distances (0.0 m–7.0 m), and detonation depths (0.25 m–2.0 m). The shock wave load and dynamic response of experiment models were measured by configuring sensors of pressure, acceleration, strain, and displacement. Then, the load distribution characteristics, time history of test data, and damage models related to present conditions were obtained and discussed. Three damage models, including bending failure, bending-shear failure and punching failure, were identified. In addition, the experience model of shock wave loads on the surface of a RC column was proposed for engineering application.     

Investigation on energy output structure of explosives near-ground explosion

In order to give the energy output structure of typical explosives near-ground explosion in real ground conditions, the free-field shockwave, ground reflection shockwave and Mach wave overpressure time history of composition B explosive, RDX explosive and aluminized explosive were measured by air pressure sensors and ground pressure sensors. The shape of the free-field shock wave, ground reflection shock wave, and Mach wave and explosion flame were captured by high-speed camera. The experimental results show that, at the same horizontal distance from the initiation point, the peak overpressure of explosive shock wave of composition B explosive, both in the air and on the ground, is less than that of RDX and aluminized explosives. At a distance of 3.0 m from the initiation point, the peak overpressure of aluminized explosives is slightly less than that of RDX explosives. Owing to the exothermic effect of aluminum powder, the pressure drop of aluminized explosives is slower than that of RDX explosives. At 5.0 m from the initiation point, the peak overpressure of aluminized explosives is larger than that of RDX explosives. At the same position from the initiation point, among the three kinds of explosives, the impulse of aluminized explosives is the maximum and the impulse of composition B explosives is the minimum. With the increase of the horizontal distance from the initiation point, the height of Mach triple-points (Mach steam) of the three explosives increases gradually. At the same horizontal distance from the initiation point, there is poorly difference in the height of Mach triple-points between aluminized explosive and RDX explosive, and the height of Mach triple-points of composition B explosive is much smaller than that of other two explosives. The maximum diameter and duration of the fireball formed by aluminized explosives are the largest, followed by composition B explosive, and the maximum diameter and duration of the fireball formed by RDX explosive are the smallest.     

新型导爆索式爆炸零门设计及试验

为了增强爆炸零门在应用中的稳定性,降低对沟槽装药装填工艺的要求,以间隙零门为研究对象,提出了以导爆索代替部分沟槽装药结构的方法。对具有不同尺寸参数的导爆索、沟槽装药以及零门间隙进行组合试验,以期通过试验得到装填工艺简单且控制通道对信号通道作用稳定的装填物质组合。研究结果表明,通过对由导爆索构成的爆炸零门进行合理的参数配置,能够实现在提升零门装置稳定性的同时又保证其可靠性。     

爆炸分散液体前锋形态的分形维数分析

应用高速摄像仪对液体的爆炸分散实验过程进行了拍摄,得到了液体爆炸分散过程的时间序列。通过对爆炸分散过程中液体前锋分形维数的分析,得到了爆炸分散过程中爆炸分散液体前锋边界曲线具有典型的自相似特性。     

高功率电磁环境下导弹发射阵地近地面电磁脉冲波形仿真*

主要研究在高功率电磁环境下高空核爆到达导弹预设作战阵地近地面时的电磁脉冲环境.首先给出高空核爆电磁脉冲场近地面计算的理论基础,然后分析不同条件下近地面的电磁脉冲环境参数,编程实现了基于时域有限差分算法的电磁脉冲波形数值仿真,完成了多种特定预设战场环境下的电磁脉冲计算,最后给出由于电磁脉冲武器的发展和HEMP波形表述形式变化,给导弹武器系统抗电磁脉冲性能研究带来的影响和新动态趋势.结论认为:应加强对前沿更陡、强度更强电磁脉冲的抵抗能力,防御重点放在机动作战样式方面,提高战地战时抗毁生存能力.     

民用炸药生产的消防安全管理

分析了现阶段民用炸药生产的特性,提出民爆企业生产中防火、防爆的消防管理措施。根据炸药生产工序的相对稳定性,做好事故预防,加强生产中的消防安全管理。     

水下近距爆炸作用下弹性钢板处的空化特性研究

弹性钢板在水下近距爆炸作用下,冲击波会使其附近流体形成局部空化,脉动气泡会使流体形成锥形空化。利用平面冲击波理论对局部空化的形成特性进行了研究,理论分析了结构目标尺度的变化对空化区域形成的影响,并通过具体试验对局部空化理论进行了验证,两者符合较好;通过试验和数值仿真方法研究了气泡脉动引起的锥形空化的形成特点,初步分析了锥形空化的形成原因。结果表明,锥形空化对结构具有较大的冲击作用。     

油料洞库油气爆炸抑制数值模拟

根据受限空间油气爆炸及抑爆过程的发展规律和机理以及爆炸燃烧和抑爆的特点,建立了基于分步反应控制机理的爆炸燃烧及抑爆模型,解决了爆炸及抑爆发展过程中火焰和压力波相互耦合机制,克服了化学反应与多相流动耦合时计算和存储方面的困难,缓解了控制方程求解时的"刚性",数值仿真结果与实验吻合较好。研究显示,火焰在传播过程中,由于受到湍流和气体流动影响,形状不断发生变化,不是一直加速传播的,而是呈一定波动范围加速传播的;在狭长受限空间内,油气混合物的爆炸压力和火焰速度会大幅升高,不加以抑制将导致严重的破坏后果;在抑爆区由于抑爆剂强烈的物理、化学抑制作用以及两相间进行的能量和动量交换,充满抑爆区的抑爆剂云(雾)能很好地阻断爆炸燃烧火焰的持续传播,从而使爆炸压力失去油气持续燃烧所提供能量的补充而迅速衰减,爆炸传播迅速得到抑制。     

油料洞库支坑道对爆炸传播影响的数值模拟研究

油料洞库是典型的狭长受限空间,湍流强度是这种复杂受限空间中爆炸燃烧波发展的主要影响因素之一,爆炸波在主坑道的传播过程中,经分支坑道扰动后会发生跃升。针对这种复杂的跃变过程建立了基于多控机理的油气爆炸燃烧模型,对该过程中涉及的湍流强度经旁接分支通道扰动后的变化以及爆炸压力波的发展进行了数值模拟研究,并将数值模拟结果与实验结果进行了对比和综合理论分析。得到了一些与洞库安全相关的重要结论,对洞库受限空间爆炸发展的进一步研究以及爆炸灾害的防治具有重要的参考价值。     

三氯化氮火灾爆炸防治对策研究

从三氯化氮的火灾爆炸危险性 ,三氯化氮的危害 ,三氯化氮在氯碱生产中形成机理和富集原因等方面入手 ,分析探讨三氯化氮火灾爆炸事故的防治对策。