基于几何算法的水下航行器路径规划

在分析水下航行器路径规划影响因素及主要障碍物特点的基础上,提出了一种基于几何算法的水下航行器路径规划算法,并采用该算法对障碍物进行建模和路径规划研究,解决了水下航行器航经多障碍物海区的路径规划问题.最后,通过仿真试验验证了该算法的准确性与可行性.     

适用于捷联惯性/星光组合导航的导航星表构建方法

构建满足完备性、精简性和查询快速性的导航星表是实现捷联惯性/星光组合导航系统的重要前提和保证。为了达到这一目标,本文选取天文学中的Tycho-2星表作为导航星表的初始星表,它与TRC星表相比具有明显的优势,在实践运用过程中更加完备。在Tycho-2星表基础上,对球矩形分区方法进行了改进,包括明确了分区及子分区的划分方法,提出了备选导航星的选择策略。实验结果表明,采用改进型球矩形分区方法的备选导航星数量最多只占赤纬带法导航星的19.39%,仅占全天遍历法导航星的3.12%。因此,改进型球矩形分区方法更加精准,查询更快捷,更适用于SINS/CNS组合导航系统。     

惯性测量匹配法测定船体变形实施方案研究

介绍了船体变形的产生原因,详细分析了船体变形对航姿参数的影响和惯性测量匹配在实船上测量船体变形时的几种实施方案。分别讨论了在中心航姿系统部位和局部基准部位是否安装加速度计和速率陀螺时的不同情况,具体推导了变形角、局部基准部位的航姿角和摇摆线速度的计算公式。对各种方案进行了分析比较,指出了各自的优缺点,为惯性测量匹配法在实船上的应用打下了基础。     

直杆塑性动力屈曲的能量准则和特征参数解

提出弹塑性应力波作用下直杆动力屈曲的定量求解方法,将临界应力和惯性指数作为一对特征参数求解.由相平衡邻位形准则得出屈曲控制方程和边界条件,由所导出的能量转换和守恒准则得出压缩波阵面上的附加约束方程,由此得出了问题的完备定解条件,从而提出了求解直杆塑性动力屈曲的特征参数方法.     

关于地球坐标系中机械能守恒问题

在只考虑地球自转时,地球坐标系中质点和质点组的机械能守恒定律依然成立。     

卫星/MIMU嵌入式导航接收机抗干扰性能分析

为了提高武器在恶劣敌对环境中的生存能力,高抗干扰的嵌入式导航技术越来越受到研究者的关注。在分析卫星/MIMU嵌入式组合导航接收机系统原理的基础上,详细分析了采用MIMU信息辅助卫星接收机跟踪环路,提高多普勒频率估算精度,达到提高系统动态性能和抗干扰性能的要求。然后进一步分析了卫星/MIMU嵌入式组合导航接收机系统抗干扰能力,并以GPS接收机为例,对GPS/MIMU嵌入式导航接收机抗干扰性能进行了仿真。仿真结果表明,卫星/MIMU嵌入式组合导航接收机比一般的卫星接收机跟踪抗干扰性能至少有11dB的提高。     

航路点导航参数计算

根据当前船位和预置的航路点位置计算航路点导航参数是舰船导航的基本问题,为此推导了一组大圆航法和等角航法下航路点导航参数的解析计算公式,非常适合于在组合导航系统中使用。     

装甲机械化部队惯性导航系统的一种实现

阐述了惯性导航在装甲机械化部队中应用的意义,军用车辆惯性导航的实用原理,给出了一种利用计算机构成惯性导航系统的方案。     

人手操作的联体计算

机器人的一个重要理论问题是如何控制机械手以获得所需要的运动。本文将人手操作的基本运动,抽象为具有七个构件而有九个自由度的刚体系统,严格地分析了这些运动,并根据实际情况考虑到各构件的重力、控制力和摩擦阻力,因此能完成人手操作的多种功能。而为了便于在计算机上实施运算利用Kane方程建立了以广义坐标表达的运动微分方程,这可作为分析机械手运动的理论依据。     

Numerical investigation of the failure mechanism of cubic concrete specimens in SHPB tests

Cylindrical specimens are commonly used in Split Hopkinson pressure bar (SHPB) tests to study the uniaxial dynamic properties of concrete-like materials.In recent years,true tri-axial SHPB equipment has also been developed or is under development to investigate the material dynamic properties under tri-axial impact loads.For such tests,cubic specimens are needed.It is well understood that static material strength obtained from cylinder and cube specimens are different.Conversion factors are obtained and adopted in some guidelines to convert the material strength obtained from the two types of specimens.Previous uniaxial impact tests have also demonstrated that the failure mode and the strain rate effect of cubic specimens are very different from that of cylindrical ones.However,the mechanical background of these findings is unclear.As an extension of the previous laboratory study,this study performs numerical SHPB tests of cubic and cylindrical concrete specimens subjected to uniaxial impact load with the validated numerical model.The stress states of cubic specimens in relation to its failure mode under different strain rates is analyzed and compared with cylindrical specimens.The detailed analyses of the numerical simulation results show that the lateral inertial confinement of the cylindrical specimen is higher than that of the cubic specimen under the same strain rates.For cubic specimen,the corners are more severely damaged because of the lower lateral confinement and the occurrence of the tensile radial stress which is not observed in cylindrical specimens.These results explain why the dynamic material strengths obtained from the two types of specimens are different and are strain rate dependent.Based on the simulation results,an empirical formula of conversion factor as a function of strain rate is proposed,which supplements the traditional conversion factor for quasi-static material strength.It can be used for transforming the dynamic compressive strength from cylinders to cubes obtained from impact tests at different strain rates.