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.     

石英晶体测试实验中干扰的消除

Ｙ－切石英晶体的各向异性物理特性,使它在正碰撞或平面冲击波作用条件下能产生压剪波的传播,为实现对材料的压剪加载实验研究提供了条件。由于石英晶体的压电效应,国外采用了ＶＩＳＡＲ技术进行测试。在我们的工作中,首次尝试用锰铜压阻法和电磁质速测量法进行测试。压电效应造成了明显的干扰,妨碍信号的获取。实验中用磁控溅射方法将石英晶体表面镀银层约１μｍ,达到了中和极化电荷、屏蔽极化电场的目的,比较成功地消除了压电干扰,获得了有效的测试信号。     

方孔蜂窝夹层板在爆炸载荷下的动态响应

通过有限元数值模拟方法,对方孔蜂窝夹层板在爆炸冲击载荷下的动态响应和变形机理进行了分析.在单位面积质量以及夹芯层的高度、宽度给定的情况下,得出了最优的夹芯层相对密度.在此相对密度下,夹层板吸收能量最多,下面板变形最小,夹层板的抗冲击性能最优.将单位面积质量相等的夹层板和实体板进行了对比分析,结果表明:夹层板具有更加优良...     

基于矩量法对分段指数电阻加载Koch分形天线阻抗特性研究

提出一种新的分段指数电阻加载Koch分形偶极天线,其加载电阻沿天线从馈电点按指数规律递增.基于矩量法(MOM)分析计算其阻抗特性,结果表明,该天线能满足现代通信系统对天线小型宽带的要求,也为分析设计小型宽带天线提供了一种有效的方法与思路.     

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。     

任意载荷作用下各向异性矩形薄板的弯曲解

常用的复合材料板多为各向异性板。为求解这种板的弯曲问题 ,利用复数形式的三角级数解和双正弦级数解来建立各异向性矩形薄板弯曲问题微分方程的一般解 ,可以求解任意载荷作用下各种边界的弯曲问题。以四边固支的正方形板为例进行了数值计算 ,其结果与文献比较是一致的。这种一般解析解法理论简单全面 ,便于实际应用     

装备物资混装配载效益化特征聚类分析

提出了通过对物资聚类分组来分步解决混装配载问题的思想,分析了装备物资混装配载中物资分类的办法,讨论了使用聚类分析法研究分类问题的特点,给出了一种基于系统聚类法的物资效益化特征分组方法。     

Integrated scheduling of loading and transportation with tractors and semitrailers separated

Motivated by some practical applications, we study a new integrated loading and transportation scheduling problem. Given a set of jobs, a single crane is available to load jobs, one by one, onto semitrailers with a given capacity. Loaded semitrailers are assigned to tractors for transportation tasks. Subject to limited resources (crane, semitrailers, and tractors), the problem is to determine (1) an assignment of jobs to semitrailers for loading tasks, (2) a sequence for the crane to load jobs onto semitrailers, (3) an assignment of loaded semitrailers to tractors for transportation tasks, and (4) a transportation schedule of assigned tractors such that the completion time of the last transportation task is minimized. We first formulate the problem as a mixed integer linear programming model (MILPM) and prove that the problem is strongly NP‐hard. Then, optimality properties are provided which are useful in establishing an improved MILPM and designing solution algorithms. We develop a constructive heuristic, two LP‐based heuristics, and a recovering beam search heuristic to solve this problem. An improved procedure for solutions by heuristics is also presented. Furthermore, two branch‐and‐bound (B&B) algorithms with two different lower bounds are developed to solve the problem to optimality. Finally, computational experiments using both real data and randomly generated data demonstrate that our heuristics are highly efficient and effective. In terms of computational time and the number of instances solved to optimality in a time limit, the B&B algorithms are better than solving the MILPM. © 2015 Wiley Periodicals, Inc. Naval Research Logistics 62: 416–433, 2015     

水下爆炸载荷作用下受损加肋圆柱壳的剩余屈曲强度计算

研究了在水下爆炸载荷作用下受损的加肋圆柱壳的屈曲.结合DYTRAN软件和NASTRAN软件计算了水下爆炸载荷作用下受损的加肋圆柱壳的剩余屈曲强度,并且提出了一种结合上述两种软件计算加肋圆柱壳的剩余屈曲强度的方法.数值计算表明,预测结果与实验结果吻合较好.     

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.