高架运输索道的静力分析

根据柔索应变与位移的非线性几何关系以及自重作用与温度影响下的平衡方程,采用欧拉描述的坐标系统精确地求得了各点的位移和张力的一般解。由高架运输索道静力问题建立的非线性代数方程组应用改进的Powell混合算法编制的高精度DNEQNF程序直接进行求解。在例题中计算了索道在两端各种高度、跨度以及温度不同的情形并进行了分析。用本文的方法对高度相同的索道问题与其他学者用不同方法得到的结果进行了对比和讨论。     

风洞模型位移光学测量技术应用综述

风洞试验中,模型姿态的测量是影响数据精准度的一个重要因素,而测量上的一个微小变化,常常对实际应用价值造成巨大影响.当代测量技术发展的一个新领域是应用光学技术.概述了国外主要的风洞模型位移光学测量系统,包括测量依据、应用风洞、模型要求、数据后处理以及精度情况.这些测量系统应用于静态试验和动态试验中,用于模型位移、姿态角和弯曲变形的测量.从应用现状、应用环节、操作步骤、发展趋势等方面进行了描述,并给出了结论.比较这些模型位移光学测量技术可知它们各有优缺点,应用条件不一样.     

风洞模型位移光学测量技术应用综述

风洞试验中,模型姿态的测量是影响数据精准度的一个重要因素,而测量上的一个微小变化,常常对实际应用价值造成巨大影响。当代测量技术发展的一个新领域是应用光学技术。概述了国外主要的风洞模型位移光学测量系统,包括测量依据、应用风洞、模型要求、数据后处理以及精度情况。这些测量系统应用于静态试验和动态试验中,用于模型位移、姿态角和弯曲变形的测量。从应用现状、应用环节、操作步骤、发展趋势等方面进行了描述,并给出了结论。比较这些模型位移光学测量技术可知它们各有优缺点,应用条件不一样。     

光电耦合器位移损伤效应研究

文章针对光电耦合器在空间辐射应用中的位移损伤效应,选取了一种典型的光电耦合器4N25进行了1MeV高能电子辐照试验,获得了辐照后器件电流传输比参数（CTR）的退化与电子注量的关系:在试验注量范围（1.3×1012 ~1.5×1013 cm-2）内,nCTR与电子通量成反比。通过位移损伤对器件及材料作用过程的分析,探讨了光电耦合器位移损伤效应作用机理。     

交互式棱柱网格生成中翘曲现象形成机制及消除算法

在基于径向基函数插值的交互式棱柱网格生成中,当物面网格单元空间法矢变化范围较大或变化剧烈时,棱柱网格生成会发生翘曲问题,降低棱柱网格质量。针对该问题,首先采用DLR-F6机翼外形算例对翘曲现象进行了介绍和初步分析,并结合平板外形棱柱网格生成,通过不同波长推进位移扰动模拟法矢变化对推进位移的影响,研究棱柱网格翘曲现象的形成机制。不同位移扰动下平板棱柱网格生成结果证实边界棱线网格点推进位移不光滑会通过空间插值放大,引起棱柱网格发生翘曲,且网格翘曲的表现形式与推进位移的分布有关。从而间接表明棱柱网格生成中翘曲现象是由法矢变化带来推进位移分布不光滑引起的。然后从翘曲现象的形成机制出发,基于拉普拉斯方法发展了推进位移光顺技术,并通过DLR-F6机翼算例进行了验证。测试结果表明,光顺技术能够完全消除棱柱网格的翘曲,获得光顺的高质量棱柱网格。最后通过DLR-F6翼身组合体外形棱柱网格生成,展示了添加光顺技术的棱柱网格生成算法的应用潜力。     

模态密集空间结构的振幅优化鲁棒自适应控制

针对可控性差且具有参数不确定性的模态密集空间结构，提出一种基于振幅优化的鲁棒自适应控制方法，通过减小可控性差模态的振幅来改进控制性能。首先对结构的标称模型进行振幅优化设计，然后以之为参考模型对实际结构进行自适应控制设计。理论上证明了，对于一定范围的参数时变不确定性，该方法能保证被控结构的渐近稳定。仿真结果表明，该方法也具有良好的动态性能。     

静力试验位移测量异常原因分析及推算方法研究

分析了发动机机架静力试验过程中某重要位移测点出现位移测量异常的原因,提出了几点改进措施,包括打磨接触面、采用粘贴面积较大的测量块等;另外,考虑到此次静力试验其余测点位移正常、试验过程结构和加载稳定,通过结构整体刚度分析,提出一种利用正常测点来推算异常测点位移的方法,采用两次未出现测量异常的抽检静试数据对此推算方法进行验证,分析推算值与测量值之间的误差,结果表明,这种理论推算方法的推算误差小于5％。     

Failure mechanisms of bolted flanges in aero-engine casings subjected to impact loading

In this paper, a failure evaluation criterion was proposed for the bolted casing-flange structure under impact loading. Subsequently, ballistic tests with eighteen bolted casing-flange structure specimens were conducted to validate the failure evaluation criterion. Parameter studies were then carried out using the validated FE models. Both the experimental and numerical results demonstrated the accuracy of the failure evaluation criterion. The failure evaluation criterion provided a quick and easy way to determine the failure mode of the casing connection area by using the materials and dimensions of the structure. Based on the failure evaluation criterion, designing the structural failure mode of the bolted casing-flange structure to be between flange failure and bolt failure can improve the impact resistance of the connection area of the aero-engine casings. This investigation revealed that the impact failure is not the unique criterion in evaluating the containment of the casing connection area, structural failure should also be involved in the evaluation criteria.     

Global structure,seasonal and interannual variability of the eastward propagating tides seen in the SABER/TIMED temperatures (2002–2007)

The present paper is focused on the global spatial (altitude and latitude) structure, seasonal and interannual variability of the most stable in amplitude and phase eastward propagating diurnal and semidiurnal tides with zonal wavenumbers 2 and 3 derived from the SABER/TIMED temperatures for full 6 years (January 2002–December 2007). The tidal results are obtained by an analysis method where the tides (migrating and nonmigrating) and the planetary waves (zonally travelling, zonally symmetric and stationary) are simultaneously extracted from the satellite data. It has been found that the structures of the eastward propagating diurnal tides with zonal wavenumbers 3 and 2 change from antisymmetric with respect to the equator below ∼85 km height, to more symmetric above ∼95 km. The seasonal behavior of the DE3 is dominated by annual variation with maximum in August–September reaching average (2002–2007) amplitude of ∼15 K, while that of the DE2 by semiannual variation with solstice maxima and with average amplitude of ∼8 K. These tides revealed some interannual variability with a period of quasi-2 years. The seasonal behavior of the eastward propagating semidiurnal tide with zonal wavenumber 2 in the southern hemisphere (SH) is dominated by annual variation with maximum in the austral summer (November–January) while that in the northern hemisphere (NH) by semiannual variation with equinoctial maxima. The SE2 maximizes near 115 km height and at latitude of ∼30° reaching an average amplitude of ∼6 K. The seasonal behavior of the eastward propagating semidiurnal tide with zonal wavenumber 3 in both hemispheres indicates a main maximum during June solstice and a secondary one during December solstice. The tide maximizes near 110–115 km height and at a latitude of ∼30° reaching an average amplitude of ∼4.8 K in the SH and ∼4 K in the NH. The tidal structures of the two eastward propagating semidiurnal tides are predominantly antisymmetric about the equator.     

Vectran织物复合材料冲击响应与失效模式分析

文章以Vectran纤维织物与涂覆低温硅胶的Vectran织物复合材料为研究对象,通过低速冲击实验研究了材料的冲击响应与破坏模式,分析了冲击速率、冲头尺寸与冲头形状对材料冲击特性的影响。实验结果表明:Vectran纤维织物冲击破坏模式主要为主纱线的拉伸破坏,以及冲头非接触区域纱线的弹塑性变形与滑移;涂覆硅胶的Vectran织物复合材料冲击破坏模式主要为纤维断裂和拔出;织物复合材料具有明显的应变速率效应。