地形匹配辅助导航中的地形独特性分析

本文提出了一种用于地形匹配辅助导航系统中地形独特性分析方法。该方法从地形匹配的物理模型出发，定义了描述局部地形独特性的一个概率向量，在此基础上，给出了地形独特性的熵度量方法。分析和仿真实验表明，地形熵越小，地形就越独特，地形匹配区的可导航性就越好。     

高功率水介质开关加载脉冲电压波头的数值分析

文中对02号实验装置——高功率脉冲水介质开关上加载的脉冲电压的波头作了数值分析,理论上讨论了各参数对水开关工作性能的影响,得出了C_M/C对水击穿特性影响很大的重要结论,从而给高功率亚微秒水开关的设计提供了理论依据。本装置的大量实验数据验证了计算的正确性。     

微机数控定比运动速度插补的最小误差法

本文针对微机数控中检测一轴的运动、控制另一轴运动的定比运动,提出了一个控制速度插补的算法,证明了这种方法的最小误差特点,并进行了误差分析。     

锥比率数据包络分析模型的若干性质

本文针对锥比率数据包络分析模型,对DEA有效决策单元的存在性、几种DEA有效性之间的关系、输入(出)锥和决策锥对DEA有效性的影响以及对应生产可能集的性质等问题进行了研究,得出了有关结论。     

嵌入式质子交换光波导偏振器的制作及高消光比检测装置的研究

用钛内扩散和质子交换相结合的方法制得了光波导偏振器,这一偏振器由在不连续的扩钛波导中嵌入一段质子交换波导形成。本文讨论了一些资料中报道的检测方法,并对测量集成光波导偏振器提出了一个新方案。该方案测得的偏振器消光比大于52．5dB．     

弹塑性梁动态断裂的线弹簧模型

The elastic-plastic line-spring model is proposed to analyse the dynamicfracture of a cracked beam of ductile material in present paper. It can be expected from thenumerical results that this method for the analysis of dynamic fracture under elastic-plasticconditions will be valuable due to its computational simplicity.     

梁在拉伸力和弯曲力矩联合作用下的动态塑性断裂

本文采用刚塑性分析方法,研究了韧性材料带裂纹有限长梁在轴向拉伸力和弯曲力矩联合作用下的全塑性断裂过程,其外加轴向拉伸力和弯曲力矩为准静态加载,并在梁的断裂过程中保持不变,为定常载荷。在外力作用下,梁的断裂截面首先进入塑性变形,当裂纹尖端张开位移 CTOD 达到其材料临界值时,裂纹将启裂扩展。本文考虑了应变率对断裂过程的影响,给出了梁在断裂过程中其裂纹扩展长度,裂纹扩展速度以及断裂截面上的轴向抗力和弯曲抗力随时间的变化规律,并比较了在不同轴向拉伸力作用下梁的动态塑性断裂过程的变化,说明了轴向作用力对梁的断裂过程的影响。     

防抱制动系统基于最佳滑移率的滑模变结构控制方法

建立了防抱制动系统的非线性、时变数学模型,实现了滑模变结构控制方法在防抱制动系统中的应用,提出了两种由递推最小二乘算法来计算最佳滑移率的估计方法:一种基于附着系数—滑移率曲线的数学模型,一种基于该曲线的形状。仿真结果表明了基于最佳滑移率的滑模变结构控制方案在车辆防抱制动系统中的可行性和有效性。     

雷达组网区域性防御区优化部署

对雷达网的费效比、数量、类型方面的优化部署进行了讨论。针对自卫压制式干扰或随队压制式干扰,给出一种采用不同频率的雷达利用不同位置进行优化部署的方法,并利用数据融合技术对这种部署方法进行讨论。     

Shock wave mitigation using zig-zag structures and cylindrical obstructions

The present study focuses on the mitigation of shock wave using novel geometric passages in the flow field. The strategy is to produce multiple shock reflections and diffractions in the passage with minimum flow obstruction, which in turn is expected to reduce the shock wave strength at the target location. In the present study the interaction of a plane shock front (generated from a shock tube) with various geometric designs such as, 1) zig-zag geometric passage, 2) staggered cylindrical obstructions and 3) zig-zag passage with cylindrical obstructions have been investigated using computational technique. It is seen from the numerical simulation that, among the various designs, the maximum shock attenuation is produced by the zig-zag passage with cylindrical obstructions which is then followed by zig-zag passage and staggered cylindrical obstructions. A comprehensive investigation on the shock wave reflection and diffraction phenomena happening in the proposed complex passages have also been carried out. In the new zig-zag design, the initial shock wave undergoes shock wave reflection and diffraction process which swaps alternatively as the shock front moves from one turn to the other turn. This cyclic shock reflection and diffraction process helps in diffusing the shock wave energy with practically no obstruction to the flow field. It is found that by combining the shock attenuation ability of zig-zag passage (using shock reflection and diffraction) with the shock attenuation ability of cylindrical blocks (by flow obstruction), a drastic attenuation in shock strength can be achieved with moderate level of flow blocking.