外爆条件下冲击波与组合壳结构的相互作用

为研究冲击波与组合壳结构的相互作用,针对带防护墙的地面直立钢筋混凝土组合壳结构,考虑结构安置于地面和周边围土2种工况,开展结构爆炸实验,分析了结构外表面冲击波荷载分布及振动特性。实验结果表明:冲击波作用下,结构外表面爆炸荷载主要产生在冲击波绕射过程,确定荷载时应考虑冲击波压力在绕射传播过程中的自然衰减;整个结构中与冲击波最早接触的构件先产生振动,而后由于结构整体参与使得振动频率降低,振动幅值减小;结构周边围土可降低防护墙迎爆部分构件的振动频率,减小防护墙和组合壳的振动幅值。     

The numerical simulations of explosion and implosion in air: use of a modified Harten's TVD scheme

Numerical simulations of explosion and implosion in air are carried out with a modified Harten's TVD scheme. The new scheme has a high resolution for contact discontinuities in addition to maintaining the good features of Harten's TVD scheme. In the numerical experiment of spherical explosion in air, the second shock wave (which does not exist in the one‐dimensional shock tube problem) and its subsequent implosion on the origin have been successfully captured. The positions of the main shock wave, the contact discontinuity and the second shock wave have shown satisfactory agreement with those predicted from previous analysis. The numerical results are also compared with those obtained experimentally. Finally, simulations of a cylindrical explosion and implosion in air are carried out. Results of the cylindrical implosion in air are compared with those of previous work, including the interaction of the reflected main shock wave with the contact discontinuity and the formation of a second shock wave. All these attest to the successful use of the modified Harten's TVD scheme for the simulations of shock waves arising from explosion and implosion. Copyright © 1999 John Wiley & Sons, Ltd.     

Air shock wave interaction with an obstacle covered by porous material

The interaction between an air shock wave and a rigid wall covered by a porous screen is investigated numerically and experimentally. A mathematical two velocity with two stress tensors model is used for studying the wave processes in saturated porous media. The process of reflection of a step-type wave from a rigid wall covered with a porous layer is considered, the effect of the porous medium and wave parameters on the reflection is analyzed, and the numerical results are compared with the experimental data.Received: 30 July 2002, Accepted: 24 December 2002, Published online: 27 May 2003     

液滴对爆炸冲击波的衰减作用

为分析液滴对舰船舱内爆炸冲击波的耗散与衰减作用,通过有限元分析方法,建立冲击波作用于不同尺寸单个液滴和多排液滴的模型,分析冲击波与单个及多个液滴的作用过程及液滴形态变化,对冲击波衰减规律进行分析总结。得到结论如下:单个液滴模型中,小液滴破碎更迅速,破碎的规律性强;大液滴抛撒现象发生较早,抛撒出的小液滴数目多,但整体变化规律性偏差;不同尺寸单个液滴对冲击波有一定的衰减作用,衰减率随液滴尺寸增大而增大,线性规律较明显;成排液滴对冲击波有明显的衰减作用,相同液滴密度下衰减率随着液滴数量的增多而增大,呈现明显的线性特性。     

泡沫材料对冲击波的衰减特性

对冲击波与开式、闭式泡沫作用及其在空气中的传播特性开展实验研究,探讨不同结构的泡沫材料对冲击波衰减的力学特征。通过定量分析泡沫材料对冲击波的超压峰值、正冲量的损失,分析冲击波入射、反射、透射的正冲量。实验结果表明, 泡沫材料对冲击波的衰减体现在对冲击波的反射衰减等方面,其中开式泡沫对冲击波的衰减效果比闭式泡沫稍好,且它们衰减冲击波的具体力学过程也不尽相同。     

坑道内爆炸条件下水的消波效应研究

内爆炸对坑道内的人员、装备、结构都具有巨大的毁伤效应,内爆炸的防护技术已成为研究的热点。本文就炸药在坑道内爆炸情况下水的消波效应,开展了坑道模型爆炸试验、实际坑道爆炸试验、数值模拟研究,结果表明:坑道内爆炸条件下水具有显著的消波效应。文中还给出了不同置水工况下坑道空气冲击波超压的衰减率范围,并对水消波效应的机理进行了初步探讨。     

以新型空壳颗粒复合材料为分配层的成层防护结构抗爆性能试验研究

以成层式人防工程为试验研究背景,分别采用黄沙和新型空壳颗粒复合材料做分配层,开展大比尺集团装药化爆模拟试验,考察其衰减爆炸冲击波的能力。试验结果表明,采用颗粒复合材料构建的分配层,在相同装药量下,遮弹层的变形和破坏明显大于黄沙分配层,应力波上升沿加大,波形脉宽增加,平均峰值应力大概是黄沙分配层的0.65左右,除装药正下方的个别颗粒遭受粉碎性破坏外,绝大部分空壳颗粒依然完好,只是表层泡沫陶瓷略有破损。这说明新型空壳颗粒复合材料不但对爆炸波有非常明显的衰减弥散作用,而且具备承受多次打击的能力。用这种材料做分配层,可大幅提高地下人防工程的抗爆能力。     

水下爆炸冲击波壁压理论及数值计算方法改进研究

水下爆炸冲击波是舰船抗冲击评估中重要的载荷成分,也是水中结构物毁伤程度快速预报的关键和依据。通过小当量实验发现,由于传统 Taylor 平板理论公式忽略了冲击波波速的非线性变化 ,导致其在预报近距离水下爆炸冲击波壁压脉宽时出现偏差。为此,给出了比例爆距R/W1/3为0.11～5.30 m/kg1/3 (R为爆距,W为炸药质量)下的冲击波速度拟合公式,对传统Taylor理论公式进行修正。修正后,在R/W1/3=0.11 m/kg1/3下,壁压脉宽及冲量偏差大幅减小;在R/W1/3≥0.21 m/kg1/3下,两者偏差均小于12%。此外,在处理水下近场和中远场爆炸问题时,发现数值耗散会导致壁压峰值被明显削弱,于是提出了一种可行的数值策略消除计算中数值耗散导致的削弱效应,结果与修正的Taylor平板理论公式吻合良好,峰值偏差均小于9%。改进后的冲击波壁压理论公式及数值计算方法可为舰船抗爆抗冲击领域提供理论和技术支撑。     

锥形长药柱水下爆炸冲击波参数计算方法

为了计算锥形长药柱水下爆炸冲击波压力,以及研究长脉宽冲击波的传输特性,基于叠加原理建立了冲击波压力-时间曲线的计算方法,通过实验验证了该方法的有效性,在此基础上分析了锥形长药柱不同方位冲击波压力的分布规律。研究结果表明:锥形长药柱产生的冲击波压力具有各向异性,在起爆端一侧形成的是具有厚波头特征的低幅值长脉宽冲击波,在装药径向形成的是接近指数衰减的高幅值冲击波,而在远离起爆端的冲击波压力幅值和脉宽则介于前两者之间。锥形长药柱与球形装药冲击波分布的差异是由于装药形状和起爆方式的改变所导致的,由于装药不同部位起爆的时间差,导致水下爆炸冲击波在不同位置的叠加效果存在明显差异,药柱周围流场中形成的冲击波压力具有方向性。利用提出的计算方法得到的计算结果与实验结果和数值模拟结果吻合较好,研究结果可为锥形长药柱水下爆炸冲击波威力场和毁伤评估提供参考和依据。     

微型药柱有限水域爆炸径向压力衰减规律研究

为了研究药柱水下爆炸冲击波压力的衰减规律, 通过实验研究了不同装药量微型药柱 有限水域爆炸固定距离的压力曲线, 得到装药量与峰值压力间的关系, 通过数值模拟方式验 证了实验的正确性. 在同一装药量情况下研究了药柱水下爆炸径向压力的衰减规律, 通过曲 线拟合, 得到径向峰值压力随爆心距离的衰减曲线和方程.     

接触爆炸作用下高聚物复合板毁伤特性分析

高聚物材料具有成型快和膨胀性能好的特点,该材料与碎石和钢筋的复合结构应用于地基处理和城市道路脱空除险加固,具有明显优势。本文中,设计并制作了高聚物碎石板和钢筋高聚物板,开展了接触爆炸冲击下的试验研究,通过毁伤尺寸和所测冲击波数据探讨了2种板的毁伤特性。基于ANSYS/AUTODYN非线性显式有限元程序,建立了试验中毁伤更严重的钢筋高聚物板的接触爆炸全耦合模型,并通过与试验结果的对比,验证了所建耦合模型的准确性和适用性。参数化分析了钢筋高聚物板对炸药量和板厚的敏感性,并利用多参数非线性回归分析方法,提出了钢筋高聚物板迎爆面和背爆面破坏直径的预测公式。结果表明：接触爆炸作用下,高聚物碎石板的毁伤模式以接触部位的局部震塌冲切破坏为主,除此之还有一些毁伤裂纹;钢筋高聚物板的破坏模式主要是迎爆面爆坑毁伤、背爆面剥落损伤和中心冲切贯穿破坏。高聚物碎石板和钢筋高聚物板对爆炸冲击波都具有良好的衰减作用,有望应用到抗爆炸冲击防护领域。     

Attenuation of shock waves by granular filters

Attenuation of shock waves in granular filters has been studied. Both pressurized air and solid explosives have been used for generating shock waves in a shock tube. The shock tube had a total length of m, and an internal diameter of 355 mm. Two large scale experiments have also been carried out in a tunnel with a cross-sectional area of 6.5 m². The results are compared with results found in the literature (Zloch, 1976; Medvedev et al., 1990; Britan et al., 2001) and previous experiments in a smaller scale by Slungaard (2002). A simple correlation based on the work of Zloch (1976) for shock wave attenuation in tube bundles and an extensive amount of experiments, is proposed. The correlation can be used to estimate the attenuation of the shock wave through a granular filter with filter characteristic . Setting B=6 will give a conservative estimate of the attenuation, while setting B=3 will give the best fit to all the results from this study and the results found in the literature. The correlation is independent of the type of driver (pressurised air or solid explosives) and upstream shock strength.Received: 30 September 2002, Accepted: 19 December 2002, Published online: 6 March 2003     

The formation of a secondary shock wave behind a shock wave diffracting at a convex corner

This paper deals with the formation of a secondary shock wave behind the shock wave diffracting at a two-dimensional convex corner for incident shock Mach numbers ranging from 1.03 to 1.74 in air. Experiments were carried out using a 60 mm 150 mm shock tube equipped with holographic interferometry. The threshold incident shock wave Mach number () at which a secondary shock wave appeared was found to be = 1.32 at an 81° corner and = 1.33 at a 120° corner. These secondary shock waves are formed due to the existence of a locally supersonic flow behind the diffracting shock wave. Behind the diffracting shock wave, the subsonic flow is accelerated and eventually becomes locally supersonic. A simple unsteady flow analysis revealed that for gases with specific heats ratio the threshold shock wave Mach number was = 1.346. When the value of is less than this, the vortex is formed at the corner without any discontinuous waves accompanying above the slip line. The viscosity was found to be less effective on the threshold of the secondary shock wave, although it attenuated the pressure jump at the secondary shock wave. This is well understood by the consideration of the effect of the wall friction in one-dimensional duct flows. In order to interpret the experimental results a numerical simulation using a shock adaptive unstructured grid Eulerian solver was also carried out. Received 1 May 1996 / Accepted 12 September 1996     

柔性障碍物对甲烷空气爆炸波激励作用的实验研究

为研究柔性障碍物对甲烷空气爆炸波的激励效应,采用双向拉伸聚丙烯（biaxially oriented polypropylene, BOPP）薄膜作为柔性障碍物将管道内甲烷空气预混气体与空气隔开,对比障碍物前后火焰、激波变化,分析膜状柔性障碍物激励效应的机理。实验结果表明:这种具有一定承压能力的柔性障碍物对甲烷爆炸波产生的激励效应不可忽视,在膜片破裂前产生多次激波反射过程,可诱导湍流火焰形成,促使膜前爆炸压力提高,膜片破裂后,火焰在伴流作用下传播速度突增,并加速逐渐逼近前驱冲击波,致使膜后爆炸压力大幅提高;激励效应可使膜片前后最大爆炸压力相差5倍,火焰速度相差7倍;另外在膜片位置2.5 m后增设一道膜片,可增强这种激励效应,而增加膜片的实质是使激波火焰相互作用的次数增加。     

液体推进剂爆炸理论与实验研究

建立了自燃液体火箭推进剂爆炸热辐射效应和冲击波特性理论模型，介绍了实验研究的方法，给出了Ｎ２Ｏ４／ＵＤＭＨ液体推进剂爆炸产生的火球直径、火球温度、火球辐射热流、爆炸冲击波超压值等参数计算与实验观测结果，结果表明计算结果与实验观测结果吻合。由Ｎ２Ｏ４／ＵＤＭＨ液体火箭推进剂爆炸产生的火球最大直径Ｄｍａｘ和火球持续时间ｔ０是推进剂总重量Ｗ０的函数，根据实验数据整理的函数关系式:利用该理论模型预测了大型Ｎ２Ｏ４／ＵＤＭＨ组元液体推进剂运载火箭发生爆炸事故产生的上述参数，以及热辐射和冲击波不发生破坏和危害的安全距离。该计算模型可为载人航天器逃逸系统及航天靶场设计提供理论数据。     

黄土和砂土岩中填实爆炸辐射弹性波的对比研究

研究地下爆炸弹性区的震动特性,关键是获得场地介质与爆炸能量耦合作用下辐射弹性波的实验参数。对于不易加工成大尺寸模型的砂土岩,为研究其填实爆炸下辐射弹性波的特征,采用0.125 g TNT微型炸药球作为爆炸源,以塑性区可置换的?1 370 mm×1 200 mm黄土样品作为提供应力波传播路径的载体,用波阻抗近似相等的重塑黄土和砂土岩样品分别作为源区介质,对比分析了两种介质中微药量填实爆炸辐射的弹性波传播特征。实验结果表明:在测试范围内,两种介质中填实爆炸激发的弹性应力波粒子速度(位移)峰值的衰减规律、波形的主频变化规律一致;砂土岩中爆炸辐射的弹性波粒子速度(位移)峰值整体高于黄土、粒子速度波形的半高宽和主频低于黄土;砂土岩中爆炸耦合的向外传播的弹性波能量比黄土大。实测结果反映,黄土和砂土岩中填实爆炸弹性波能量耦合强度的差别。     

Shock pulse attenuation in a nonlinear viscoelastic solid

Thin, one-dimensional shock pulses were generated in a nonlinear viscoelastic material (polymethyl methacrylate) by a new experimental technique. The observed pulse attenuation was compared with an approximate theory based on the viscoelastic shock amplitude equation. The central assumption of this approximate theory is that the unloading wave propagates as a simple wave. Given an initial pulse shape it is shown that the attenuation and the pulse shape at any later time are accurately approximated. The calculated attenuation in polymethyl methacrylate agreed well with the experimental results.     

Head-on Collision of a Detonation with a Planar Shock Wave

The phenomenon that occurs when a Chapman–Jouguet (CJ) detonation collides with a shock wave is discussed. Assuming a one-dimensional steady wave configuration analogous to a planar shock–shock frontal interaction, analytical solutions of the Rankine–Hugoniot relationships for the transmitted detonation and the transmitted shock are obtained by matching the pressure and particle velocity at the contact surface. The analytical results indicate that there exist three possible regions of solutions, i.e. the transmitted detonation can have either strong, weak or CJ solution, depending on the incident detonation and shock strengths. On the other hand, if we impose the transmitted detonation to have a CJ solution followed by a rarefaction fan, the boundary conditions are also satisfied at the contact surface. The existence of these multiple solutions is verified by an experimental investigation. It is found that the experimental results agree well with those predicted by the second wave interaction model and that the transmitted detonation is a CJ detonation. Unsteady numerical simulations of the reactive Euler equations with both simple one-step Arrhenius kinetic and chain-branching kinetic models are also carried out to look at the transient phenomena and at the influence of a finite reaction thickness of a detonation wave on the problem of head-on collision with a shock. From all the computational results, a relaxation process consisting of a quasi-steady period and an overshoot for the transmitted detonation subsequent to the head-on collisions can be observed, followed by the asymptotic decay to a CJ detonation as predicted theoretically. For unstable pulsating detonations, it is found that, due to the increase in the thermodynamic state of the reactive mixture caused by the shock, the transmitted pulsating detonation can become more stable with smaller amplitude and period oscillation. These observations are in good agreement with experimental evidence obtained from smoked foils where there is a significant decrease in the detonation cell size after a region of relaxation when the detonation collides head-on with a shock wave.     

多级穿廊结构坑道口部内爆炸冲击波传播规律的实验研究

对坑道口部的内爆炸效应进行了系统的实验研究,探讨了端部不同开闭工况下多级穿廊结构内的冲击波传播规律、作用在防护门上的荷载规律及门后次生冲击波的发展与变化规律,给出了多级穿廊结构坑道内各分段之间冲击波超压衰减变化的量值关系.实验结果表明,多级穿廊结构不仅能显著衰减冲击波峰值压力,而且与单一的直坑道相比,在同样的冲击波衰减...     

气泡及其破碎兴波对浮动冲击平台影响探究

基于LS-DYNA软件中的ALE算法,对近水面水下爆炸气泡脉动过程进行数值模拟并与实验结果进行对比,验证了近水面近壁面混合边界有限元模型和参数设置的正确性。设置不同爆炸工况,对气泡及其破碎兴波对浮动冲击平台影响进行探究,结果表明:在水下爆炸过程中,气泡、自由面、浮动冲击平台会发生强烈的耦合作用,在气泡脉动阶段,气泡会诱导出涌流和水冢效应,影响浮动冲击平台的安全性和使用性;冲击波是影响浮动冲击平台冲击环境的主要因素,由于气泡的低频性,气泡脉动及水冢对浮动冲击平台的直接冲击作用,会小幅度增加浮动冲击平台冲击环境的谱速度值、谱位移值,对谱加速度值几乎无影响;水冢抨击水面所形成的波浪和气泡破碎兴波,对浮动冲击平台造成的激励载荷呈周期性,其周期与波浪周期相同。波浪的激励载荷仅通过激励其对应频率的浮动冲击平台共振来改变平台的冲击环境。波浪载荷很小,对浮动冲击平台的冲击环境影响较小。