嵌入式火控软件时间性能测试

嵌入式实时操作系统是能在确定的时间内执行计算或处理功能并能对外部事件做出响应的系统,由此可见时间逻辑会影响软件系统的正确性,时间指标一般指任务切换、完成时间和中断响应时间。根据这些特点,文中简要介绍了静态分析方法,着重介绍了一种利用8253可编程间隔定时器进行插装的实时动态检测时间指标的方法。此方法在嵌入式火控系统软件时间性能指标的测试中得到了充分利用,取得很好的应用效果,同时也介绍了此方法的局限性,便于在其他测试项目中更充分的运用。     

实时分布式系统性能测试技术研究

实时分布式系统的性能是关注核心,对其进行评估和测试关系着系统的应用前景。基于实时分布式系统的性能测试需求,对系统关键的处理性能、存储性能、传输性能以及实时恢复性能这四种性能测试方法进行了研究和探讨,同时分别利用实时分布式系统中e600架构的处理器、flash存储器、FC网络以及分区调度策略针对这些方法开展了测试,并对获得的测试结果进行了分析。分析结果表明,性能测试结果可信,方法可行,可作为实时分布式系统评测依据。     

P-ZSM-5-水吸附制冷工质对制冷性能预测

采用不同浓度磷酸溶液浸渍法改性ZSM-5沸石分子筛,测定温度为303 K时不同浓度改性试样的饱和吸附量,筛选出最佳改性试样并测定其吸附等温线;在此基础上对最佳改性试样进行制冷性能预测,采用D-A方程简略式进行吸附制冷模拟仿真,探讨冷凝温度、脱附温度对系统制冷系数(COP)及制冷量(Qref)的影响.吸水性能结果表明:试样改性后吸附量均大于未改性试样,存在最佳改性质量分数(6.32%,磷酸质量分数),最佳改性质量分数试样的饱和吸附量为1.299 g/g.制冷性能结果表明:在最佳工况(Ta2=Tc=303 K、Te=278 K、Tg2=378 K)时,计算得到COP为1.097,Qref为1 691.126 kJ/kg,性能优于常规吸附制冷工质对.     

不同支护结构的实测土压力及其分析

通过对南京某大厦深基坑支护结构侧土压力的实测研究 ,分析和研究了软土地区悬臂支护结构、单层支点混合支护结构、连拱支护结构侧土压力分布的基本规律。     

焙烧高岭土的结构特征和吸附性能

通过对焙烧高岭土的矿物特性和表面吸附性质的研究。用化学分析，ＸＲＤ、ＩＲ、ＸＰＳ、Ｒａｍａｎ光谱和ＳＥＭ观察证明焙烧高岭土的羟基基团完全消失，等温吸附，粒度分布试验证明焙烧高岭土水化能力较大，但吸附能力较弱。     

氯化锂－水吸附式再循环型空调制冷系统性能研究

对氯化锂－水吸附式空调系统在再循环运行方式下的性能进行了模拟。分析了再生温度、热交换器效率及蒸发冷却器效率对性能的影响。与开式通风型空调制冷系统的制冷性能相比，再循环型空调制冷系统的制冷能力较大，但性能系数ＣＯＰ较小     

Guaranteed transient performance based control with input saturation for near space vehicles

This paper describes the design of guaranteed transient performance based attitude control for the near space vehicle(NSV)with control input saturation using the backstepping method.To improve the robust controllability of the NSV,the parameter adaptive method is used to tackle the integrated effect of unknown time-varying disturbance and control input saturation.Based on the backstepping technique and parameter estimated outputs,a robust attitude control scheme is proposed for the NSV with input saturation.A novel robust attitude control scheme is then proposed based on a prescribed performance bound(PPB)which characterizes the convergence rate and maximum overshoot of the attitude tracking error.The closed-loop system stability under both the developed robust attitude control schemes is proved using Lyapunov’s method and uniformly asymptotical convergence of all closed-loop signals is guaranteed.Finally,simulation results are given to show the effectiveness of both the proposed robust constrained attitude control schemes.     

Microstructure of high modulus solid state extruded polyethylene: 2. X-ray scattering studies of 12, 24 and 36 extrusion draw ratio

The microstructure of a series of solid state extruded polyethylene fibres was examined by wide- and small-angle X-ray scattering. By measuring absolute intensities using a two dimensional position sensitive detector, accurate values of the small-angle invariant for anisotropic samples were obtained. This measurement coupled with wide-angle X-ray scattering and d.s.c. permitted determination of the density of the noncrystalline component. The use of a two phase model for solid state extruded polyethylene is justified if consideration is given to the effective densities of the crystalline and noncrystalline phases, which change with deformation. The effective density of the crystalline phase decreases by 1% (0.999–0.990 g cm^?3) from the unextruded billet compared to a 36 draw ratio extrudate, while the noncrystalline phase density increases by 6% (0.84–0.89 g cm^?3). These changes lead to an overall decrease in the mean squared electron density fluctuation of 63%. The average axial crystallite length measured by wide-angle X-ray scattering increases with extrusion draw ratio while the SAXS long period decreases and weakens considerably. These observations and the electron microscopy results from the previous paper, (Polymer, 1982, 23, 1069), are fully consistent with the key features of the Peterlin model of fibre microstructure.     

信息系统性能测试方法初探

信息系统的性能已经成为衡量企业信息系统建设水平的一个重要指标。目前不少企业在系统上线前进行性能测试,但由于缺少一套科学的测试流程和方法,企业投入的人力物力很多,但实际效果却不甚理想。本文主要介绍性能测试标准流程,该流程已在浙江电力企业实施,具有良好的实用价值。     

ZrO2加入物对刚玉—莫来石系烧结材料高温力学性能的影响

本文研究了加入15～40％ZrO2对刚玉一莫来石系耐火材料高温力学性能的影响及其与显微结构变化的关系。结果表明，在刚玉一莫来石系材料里引进ZrO2，在20～800℃低温阶段降低强度；在1300～1500℃高温阶段提高强度和抗蠕变性；在1000～1200℃，在强度一温度曲线上出现“谷”的特征。这些力学性能变化与相应的显微结构特征(包括结构骨架强度、微裂纹密度、晶界固溶强化等)的变化有密切关系。