Mitigation effects on the reflected overpressure of blast shock with water surrounding an explosive in a confined space

The mitigation of blast shock with water has broad application prospects. Understanding the mitigation effects on the reflected overpressure of the explosion shock with water surrounding an explosive in a confined space is of great significance for military explosives safety applications. To estimate the effects of the parameters on the reflected overpressure of blasted shock wave, a series of experiments were carried out in confined containers with spherical explosives immersed in a certain thickness of water, and numerical simulations were conducted to explore the corresponding mechanisms. The results reveal that the reflected overpressure is abnormally aggravated at a small scaled distance. This aggravation is due to the high impulse of the bulk accelerated water shell converted from the explosion. With increasing scaled distance, the energy will be gradually dissipated. The mitigation effects will appear with the dispersed water phase front impacting at a larger scaled distance, except in the case of a dense water phase state. A critical scaled distance range of 0.7—0.8 m/kg1/3 for effective mitigation was found. It is suggested that the scaled distance of space walls should be larger than the critical value for a certain water-to-explosive weight ratio range (5—20).     

杀爆弹对主战坦克毁伤评估仿真

在全面分析杀爆弹对主战坦克毁伤效应的基础上，针对冲击波和破片对坦克外部件的毁伤，利用计算机仿真方法进行杀爆弹对主战坦克毁伤评估。利用射击线技术构建了杀爆弹对主战坦克毁伤评估模型；基于蒙特卡洛随机模拟试验法，开发了计算程序，进行了以破片杀伤为主的杀爆弹对主战坦克毁伤效应仿真评估，得到了车体命中破片数随炸点坐标变化规律，以及坦克整体毁伤概率随杀爆弹终点速度变化规律。研究结果为主战坦克目标易损性分析与毁伤评估提供了重要参考。     

混凝土板模爆方法数值模拟研究

分析混凝土结构在1/4模型中应变率对于爆炸相似律的影响,并用数值模拟的方法进行混凝土板的模爆方法研究,得出混凝土板在爆炸作用下复印比例定律近似成立的结论。考察数值模拟中产生计算误差的原因,发现混凝土板模型在采用4cm网格时会出现较大的计算偏差,其原因部分是由于网格尺寸引起的,部分是由于计算采用的混凝土局部损伤失效模型引起的。     

Relative performance of novel blast wave mitigation system to conventional system based on mitigation percent criteria

Recent researches focused on developing robust blast load mitigation systems due to the threats of terrorist attacks. One of the main embraced strategies is the structural systems that use mitigation techniques. They are developed from a combination of structural elements and described herein as conventional systems. Among the promising techniques is that redirect the waves propagation through hollow tubes. The blast wave propagation through tubes provides an efficient system since it combines many blast wave phenomena, such as reflection, diffraction, and interaction. In this research, a novel blast load mitigation system, employed as a protection fence, is developed using a technique similar to the technique of the bent tube in manipulating the shock-wave. The relative performance of the novel system to the conventional system is evaluated based on mitigation percent criteria. Performances of both systems are calculated through numerical simulation. The proposed novel system proved to satisfy high performance in mitigating the generated blast waves from charges weight up to 500 kg TNT at relatively small standoff distances (5 m and 8 m). It mitigates at least 94％ of the blast waves, which means that only 6％ of that blast impulse is considered as the applied load on the targeted structure.     

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.     

Cocast：一种基于传感器的分布式网络距离预测任意播算法

针对Internet环境中基于网络坐标估计节点间网络距离的问题,提出了一个利用任意播机制分布式的网络坐标预测算法Cocast:所有用户节点均加入一个结构化Peer-to-Peer对等网;对等网中任意的节点均可以发送网络坐标任意播查询消息,该消息被转发到多个负责坐标计算的用户节点,这些用户节点分布式地预测消息发起节点坐标,最终消息发起节点获得一个综合的坐标位置。Cocast基于网络坐标任意播选择提供位置估计的用户节点,利用层次化网络嵌入预测坐标位置,借助位置融合传感器机制过滤恶意节点的影响。实验表明Cocast具有可扩展、快速收敛、渐增精度、抗恶意节点破坏等优点。     

FAE野外空中爆炸效应实验研究及其一次起爆机理探讨

野外进行1．8kg的FAE静爆实验,采用不同配方的纯固态燃料和液一固混合燃料与等质量的TNT对比分析。实验结果表明,FAE的爆炸效果明显优于等质量的TNT,而纯固态FAE爆炸性能强于液一固混合FAE;FAE爆炸后测到的超压分布呈现单调减趋势,这是由于测量点都分布在云爆区范围之外;FAE的云雾分散效果优于等质量的TNT装药,火焰持续时间也长。通过高速摄影图片看出,合适配方的纯固态无约束的FAE弹体火球的持续时间与有约束的液一固混合FAE弹体相当。分析了纯固态FAE爆炸后超压峰值时刻与火球最大直径时刻不同步的原因,探讨了纯固态FAE一次起爆机理。     

剪刀撑水泥砂浆网薄层加固砌体墙体拟静力试验

主拉应力破坏是砌体结构在地震荷载作用下最常见的一种破坏形式,剪刀撑水泥砂浆网薄层加固法就是针对砌体结构抵抗主拉应力不足的一种加固方法。为了考察该方法加固砌体墙体的受力性能及加固效果,对6片砂浆强度不同、加固方法不同的墙体试件进行了拟静力试验。试验结果表明：剪刀撑水泥砂浆网薄层加固法能够明显提高砌体墙体的抗剪承载力;该方法更适合于加固砂浆强度较低的砌体墙体;采用该方法加固后的砌体墙体破坏形式以剪切滑移破坏为主;加固面层能够与原有墙体较好地共同工作。目前剪刀撑水泥砂浆网薄层加固法是一个崭新的课题,该拟静力试验给出的试验分析结果和建议可供相关研究和加固工程设计参考。     

封闭式爆炸容器小药量爆炸振动效应研究

为评估炸药在封闭容器内爆炸产生的振动效应对周围环境的影响,对封闭式爆炸容器小药量TNT炸药爆炸产生的爆炸振动效应进行了爆源邻近实地监测和测试。结果表明:小药量炸药爆炸引起的爆炸振动效应对距爆源100 m以外的普通砖结构民用住宅产生的速度强度远低于其临界峰值速度,不会对其结构产生明显影响。     

位置感知的覆盖网构建算法

提出了一个基于底层网络位置信息建立P2P覆盖网的算法Lanet:覆盖网中每个节点都选择和本节点物理距离相近的节点作为自己的邻居,逻辑上相邻的节点也是物理上相近的节点。由于路由路径中每跳的延时都较低,这使得所建立的覆盖网络具有非常低的延时伸展率(latency stretch)。Lanet不需要网络中固定的节点集充当地标节点,具有很好的分布性和可扩展性。模拟实验结果表明,利用该算法建立的位置感知的P2P系统能够大幅度降低数据定位的延时。     

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.     

Mitigation of the blast load effects on a building structure using newly composite structural configurations

In this study, a nonlinear three-dimensional hydrocode numerical simulation was carried out using AUTODYN-3D to investigate the effect of blasting of a high explosive material (TNT) against several configurations of the composite structure. Several numerical models were carried out to study the effect of varying the thickness of the walls and the effect of adding an air layer or aluminum foam layer inside two layers of concrete in mitigating the effect of blast waves on the structure walls. The results showed that increasing the thickness of walls has a good effect on mitigating the effect of blast waves. When a layer of air was added, the effect of blast waves was exaggerated, while when a layer of aluminum foam was added the blast wave effects were mitigated with a reasonable percentage.     

A fast-running method for blast load prediction shielding by a protective barrier

This study presents a simplified blast load prediction method on structures behind a protective barrier. The proposed method is basically an empirical approach based on Kingery-Bulamsh (K-B) chart and finite element (FE) analysis results. To this end, this study divides the structure into three regions by three critical points. Blast loads at each critical point can be calculated based on K-B chart and an approximation according to FE analysis results. Finally, peak reflected overpressure and impulse distributed on the structure can be approximately estimated by linearly connecting blast loads at each critical point. In order to confirm a feasibility of the proposed method, a series of numerical simulations were carried out. The simulation results were compared with FE analysis results which are presented in the open literature. From such comparisons, it was found that the proposed method is applicable to predict blast loads on structures behind a protective barrier.     

钢管约束混凝土抗侵彻性能试验

进行了12.7mm穿甲枪弹侵彻钢管约束混凝土和PVC管约束混凝土厚靶试验,建立了硬芯枪弹侵彻深度公式,研究了钢管约束混凝土的抗侵彻性能。结果表明:钢管约束混凝土靶的破坏模式与无约束混凝土靶存在显著不同,其核心混凝土侧面出现了环向裂纹;相对于无约束混凝土靶,钢管约束混凝土靶的抗侵彻能力明显提高,并具有较强的抗多发打击能力。     

飞机机翼结构损伤仿真研究

飞机结构的战伤模式及战伤程度预测对于制定战场抢修预案及改进战斗生存力设计具有重要意义。采用计算机模拟仿真技术定量分析了飞机机翼结构遭受射弹攻击后的损伤情况。通过损伤仿真讨论了3类情形,一是机翼结构受到简单的侵彻后的冲击效应;二是高速射弹攻击带有翼盒的机翼,而产生流体动力冲压效应;三是在射弹冲击模型中增加爆炸条件,研究射弹以任意角度冲击不同的位置产生的耦合效应。基于AN SY S/LS-DYNA仿真,给出了机翼结构损伤的结果,结论为战伤飞机战场抢修的快速评估提供了科学依据,也为飞机平时修理提供了参考。     

冲击波和高速破片联合作用下固支方板毁伤效应数值模拟

为探讨固支方形钢板结构在空爆冲击波和高速破片联合作用下的动态响应过程及变形破坏模式,利用有限元分析软件ANSYS/LS-DYNA,开展了空爆冲击波和高速破片对固支方板的联合作用数值模拟计算,阐述了固支方板在联合载荷作用下动态响应过程的2个阶段,以及在不同爆距下的变形破坏模式和特点。结果表明,随着爆距增加,在破片密集作用区内,钢板的破坏模式存在从集团冲塞破口到部分穿孔边界撕裂联通,再到无穿孔边界撕裂现象的转换。     

剪刀撑水泥砂浆网薄层加固低强度砂浆砖砌体拟静力试验

对低强度砂浆砖砌体墙片经过剪刀撑水泥砂浆网薄层加固后,与未加固砌体墙片在相同竖向压应力下进行拟静力对比试验。试验结果表明,对于砂浆强度很低的砌体,剪刀撑水泥砂浆网薄层加固能有效增强砌体的抗震性能,其极限荷载、极限位移、抗侧刚度均比未加固墙体有明显提高,延性比有所降低。在此基础上讨论了剪刀撑水泥砂浆网薄层加固砌体结构墙体的抗剪承载力计算模型,并提出了抗剪承载力建议公式,公式值与试验值符合较好。结论可为公程设计人员提供参考依据。     

火炮模拟终端对目标毁伤定量计算研究

计算火炮毁伤半径及对目标毁伤程度是实兵对抗训练系统的重要研究内容之一,对实兵对抗训练中火力毁伤建模具有重要意义。根据实际项目应用情况,提出一种火炮对目标毁伤定量计算方法,该方法通过计算炮弹爆炸时产生的冲击波超压,进而计算火炮毁伤半径及对目标产生的毁伤程度,提高了模拟火力打击的可信度和科学性,能较准确地体现火炮模拟终端在实兵对抗训练中火力打击的作用,贴近实战。