面向任务的导弹测试性需求分析与指标确定

针对当前缺乏科学合理的理论和方法确定导弹系统级测试性指标的现状,提出一种面向任务需求的测试性指标确定方法.将导弹任务剖面划分为贮存、出库、部署和发射四个阶段,并提出各个阶段相应的测试需求;分别建立基于贮存可用度、战斗准备任务成功率、部署战备完好率和发射任务成功率为性能要求的测试性需求子模型,给出各个性能指标与测试性参数...     

南水北调中线工程安阳段渠坡换填土的强度特性研究

为了分析南水北调中线工程安阳段渠坡的稳定性,对该渠坡换填土在不同含水率下进行了不固结不排水三轴剪切试验.研究结果表明:剪切速率对基质吸力的影响较大,而对强度的影响较小;通过比较确定了合适的剪切速率;含水率相同的试样在不同围压下的强度值在pf -qf坐标上呈良好的线性关系;得到了试样在不同含水率下的总强度指标,建立了总内...     

一种惯性器件常值误差对系统误差影响的分析方法

在平台式惯性导航系统中,陀螺仪和加速度计的常值误差是制约系统最终精度的重要因素之一。通过分析在无阻尼惯性导航系统中,惯性器件对平台误差角、速度误差和定位误差的影响,给出了在初始对准后,因惯性器件常值误差引起的系统固有误差和这类固有误差随时间的变化规律。结果表明,除经度误差随时间有振荡发散现象外,其它误差均为周期振荡有界。利用给出的结论,在设计惯性导航系统时通过分析系统误差要求,对于选择惯性器件具有一定的借鉴意义。     

炮兵营射击的弹着点模拟及射击误差分析

弹着点模拟是对敌火力打击目标毁伤仿真的重要环节。在分析炮兵营射击误差构成与计算方法的基础上,研究建立了炮兵射击的弹着点散布蒙特卡洛(Monte-Carlo)仿真模型,实现了对集火射向、适宽射向、三距离射击等多种火力打击方式共同作用下的弹着点散布模拟,为目标毁伤仿真研究提供了模型支持。以此为基础,通过分析各组误差对毁伤概率的影响,发现对于炮兵营打击面散布目标来说,营共同误差是影响毁伤概率的最显著因素,应当通过提高测定目标位置和气象准备的精度减小误差以提高对目标的毁伤效果。     

基于单发地空导弹测试数据的武器精度检验

在地空导弹命中精度检验问题中,提出了充分利用单发导弹的测试数据进行命中精度的检验。该思想是利用χ2检验法对导弹速度的瞬时误差（系统误差）的方差进行检验,并给出了在测出导弹7、9、11个轨迹点条件下的2类风险临界值表,为武器精度检验提供了一定依据。     

概率分布模型的飞机战备完好率评估与预测

飞机战备完好率是军用飞机战斗力的重要体现.在分析目前部队常用的飞机战备完好率算法缺陷的基础上,建立了基于概率分布的飞机战备完好率计算模型,该模型体现了飞机任务可靠性、维修性与战备完好性之间的关系.以某型飞机为例,通过分析飞机任务可靠度,利用飞机可靠性、维修性、保障性及作战训练任务的历史统计数据,依据概率分布模型对飞机的...     

逆系统空空导弹控制器设计(英文)

利用非线性控制的逆系统方法,设计了导弹质心运动动力学系统的控制器。该控制器通过对弹道坐标系下导弹的切向过载和法向过载的控制,使导弹在控制系统中的速度、弹道倾角和弹道偏角输出信息渐近跟踪制导指令,以实现空空导弹对攻击目标的打击。仿真结果表明,导弹的质心运动参数以较高的精度快速跟踪制导指令,系统性能良好。     

多目标环境下基于分布式融合思想的误差估计方法

针对多雷达多目标跟踪过程中分布未知的系统误差估计问题,提出了基于"分布式融合思想"的误差估计方法。给出相应误差估计方法的计算公式,利用改进截断奇异值方法来减轻矩阵病态性的影响,提高误差估计的稳健性。设置了两种不同的系统误差仿真场景,对"分布式"误差估计方法在两种情形下的估计性能进行了仔细对比分析。结合"分布式"误差估计方法与"集中式估计"方法所体现出的优缺点,提出了一种将两种方法结合起来的系统误差估计算法,算法通过合理选择阈值门限η,能够在多雷达多目标且系统误差分布未知的复杂环境下对两种误差估计算法自适应地进行切换,从而充分发挥两种误差估计算法各自的优点,给出更好的误差估计结果。     

Effect of organo-modified montmorillonite nanoclay on mechanical,thermal and ablation behavior of carbon fiber/phenolic resin composites

The mechanical, thermal and ablation properties of carbon phenolic (C-Ph) composites (Type-I) rein-forced with different weight percentages of organo-modified montmorillonite (o-MMT) nanoclay have been studied experimentally. Ball milling was used to disperse different weight (wt) percentages (0, 1,2,4,6 wt.％) of nanoclay into phenolic resin. Viscosity changes to resin due to nanoclay was studied. On the other hand, nanoclay added phenolic matrix composites (Type-II) were prepared to study the dispersion of nanoclay in phenolic matrix by small angle X-ray scattering and thermal stability changes to the matrix by thermogravimetric analyser (TGA). This data was used to understand the mechanical, thermal and ablation properties of Type-I composites. Inter laminar shear strength (ILSS), flexural strength and flexural modulus of Type I composites increased by about 29％, 12％and 7％respectively at 2 wt.％ addition of nanoclay beyond which these properties decreased. This was attributed to reduced fiber volume fraction (％Vf) of Type-I composites due to nanoclay addition at such high loadings. Mass ablation rate of Type-I composites was evaluated using oxy acetylene torch test at low heat flux (125 W/cm2) and high heat flux levels (500 W/cm2). Mass ablation rates have increased at both flux levels marginally up to 2 wt.％ addition of nanoclay beyond which it has increased significantly. This is in contrast to increased thermal stability observed for Type-I and Type-Ⅱ composites up to 2 wt.％addition of nanoclay. Increased ablation rates due to nanoclay addition was attributed to higher insulation effi-ciency of nanolcay, which accumulates more heat energy in limited area behind the ablation front and self-propagating ablation mechanisms triggered by thermal decomposition of organic part of nanoclay.     

A novel formulation of material nonlinear analysis in structural mechanics

This article demonstrates a novel approach for material nonlinear analysis. This analysis procedure eliminates tedious and lengthy step by step incremental and then iterative procedure adopted classically and gives direct results in the linear as well as in nonlinear range of the material behavior. Use of elastic moduli is eliminated. Instead, stress and strain functions are used as the material input in the analysis procedure. These stress and strain functions are directly derived from the stress-strain behavior of the material by the method of curve fitting. This way, the whole stress-strain diagram is utilized in the analysis which naturally exposes the response of structure when loading is in nonlinear range of the material behavior. It is found that it is an excellent computational procedure adopted so far for material nonlinear analysis which gives very accurate results, easy to adopt and simple in calculations. The method eliminates all types of linearity assumptions in basic derivations of equations and hence, eliminates all types of possibility of errors in the analysis procedure as well. As it is required to know stress distribution in the structural body by proper modelling and structural idealization, the proposed analysis approach can be regarded as stress-based analysis procedure. Basic problems such as uniaxial problem, beam bending, and torsion problems are solved. It is found that approach is very suitable for solving the problems of fracture mechanics. Energy release rate for plate with center crack and double cantilever beam specimen is also evaluated. The approach solves the fracture problem with relative ease in strength of material style calculations. For all problems, results are compared with the classical displacement-based liner theory.