多组份硅橡胶基末端膨大二级结构粘附性能研究

本文在前期工作基础上,在仿生刚毛一级结构末端固化1层粘附层,制备出末端膨大二级结构,用UMT测试其粘附性能。结果表明：正向滑移单根阵列支杆产生的切向力为5.3 mN,5倍于一级结构的刚毛;末端膨大结构的粘附层因材料组份的不同,其粘附阵列产生的切向粘附力明显不同;倾斜的末端膨大二级结构具有各向异性的粘附特性,正向滑移产生的切向力是逆向滑移的切向力的3.5倍。     

民用飞机发动机吊挂静力试验技术研究

根据民用飞机发动机吊挂部段静力试验技术需求,研制了一套用于吊挂部段静力试验的试验系统,解决了吊挂支持模拟、加载边界模拟等关键技术;采用载荷偏移与力偶施加相结合的方法施加力矩;设计了加载杠杆施加试验小载荷.顺利完成了吊挂应急着陆、航向侧移相关的三种危险工况试验.试验结果表明,试验系统工作稳定可靠,吊挂在应急着陆等工况下未发生有害塑性变形,其强度、刚度满足设计要求.试验结果可作为该吊挂部段强度、刚度性能的评定依据,同时为有限元建模提供数据支持.     

正交约束下的D-最优试验设计

针对一类因素间具有正交约束的回归模型的试验设计问题,以D-最优为准则,以加速度计试验设计为背景,从试验点的均衡分布原则出发,以不同试验环境下合加速度大小为依据,给出了不同环境下球内接正多面体的试验方法,通过进一步计算和深入分析表明,单球面时为避免信息矩阵降秩应采用不同安装方式,降低模型维数以达到试验目的;两球面下试验设计的优劣与两个半径的大小有关,半径越大计划越优,而且信息矩阵的秩最大时两个球半径之间呈近似线性关系.试验结果的优劣还受到初始安装位置的影响,为了达到最优化,应使合加速度方向与加速度计的某个轴同向.     

D-最优设计的分部搜索数值构造方法

为了简化D-最优设计的过程,便于工程应用,提出了一种D-最优设计的数值构造方法——分部搜索数值构造方法。该方法以惯性器件测试为背景,以D-最优性为准则,将传统的D-最优设计分解为谱点寻优和测度寻优两个部分,降低了设计的复杂度,从而减少了运算量,又具有操作简单、思路清楚直观的特点,工程实用性强。提出并证明了相关的定理及推论,从理论上说明了这种构造方法的正确性。以陀螺加速度计误差模型系数辨识试验为例,运用此算法进行了D-最优设计。设计的结果证明了该方法的正确性,同直接搜索法相比,能将最小设计维数降低为原来的50%,提高了设计效率。     

基于改进卡尔曼滤波的汽车路试制动性能检测方法

针对传统汽车路试制动性能检测方法的不足,提出了一种基于改进卡尔曼滤波的汽车路试制动性能检测方法。根据卡尔曼滤波理论,以单频载波相位单点GPS接收机输出的速度和方位角作为观测量,通过改进的卡尔曼滤波递推算法高频率、高精度地推算出汽车制动过程的平面运动坐标和速度,进而确定汽车制动距离和平均减速度MFDD,以检测汽车的制动性能。实车试验表明,该方法的制动距离测量精度可达0.2~0.3 m,速度精度小于0.1 m/s,输出频率可达100 Hz,具有成本低、输出频率高、精度高、环境适应力强的优点,克服了传统方法的不足。     

比力对半球谐振陀螺仪解算精度的影响

为了分析半球谐振陀螺仪非敏感轴X、Y轴存在比力输入时,对输出角速率解算精度的影响,首先,利用环形谐振子的动力学方程,得到了径向振动方程。然后,分析了存在比力输入时,谐振子唇沿中心将偏移激励器和位移传感器所确定的圆心,并根据闭环检测原理,推导了陀螺仪解算角速率误差的表达式,仿真计算了相对偏移量对输出结果的影响程度。最后,利用分度头进行了非敏感轴的多位置翻滚试验,验证了输出中存在与非敏感轴比力输入有关的误差。     

损伤因素对单层平面索网静力性能影响研究：有限元分析与试验验证

运用通用有限元软件ANSYS建立三维有限元模型,对横索与竖索连接节点失效、索预应力损失和锚固端失效这三种损伤因素的不同损伤工况下,单层平面索网结构的受力性能进行了非线性有限元分析,并与相应的试验结果进行了全面对比分析。结果表明：本文的有限元模型能够准确地分析计算上述三种损伤因素对单层平面索网结构受力性能的影响,包括结构...     

Influence of precipitation on the Portevin-Le Chatelier effect in Al-Mg alloys

In the alloy with solute content higher than the limiting solubility, the solute atoms that have failed to dissolve will precipitate from the solid solution and form precipitations. In this study, the Portevin-Le Chatelier (PLC) effects in annealed 5456 and 5052 aluminum alloys with different precipitation contents have been investigated under different applied strain rates. The results suggest that precipitations have significant effect on the PLC effect and the more the precipitations are, the greater the influence is. Furthermore, the solute diffusion is pipe diffusion in 5052 alloy with lower precipitation content. However, for 5456 alloy with higher precipitation content, the diffusion is no longer the case but more complex.     

Effects of anti-symmetric nonlinear viscous damping on the force transmissibility of multi-degree of freedom structures

In the present study, the concept of the output frequency response function is applied to theoretically investigate the force transmissibility of multi-degree of freedom (MDOF) structures with a nonlinear anti-symmetric viscous damping. The results reveal that an anti-symmetric nonlinear viscous damping can significantly reduce the transmissibility over all resonance regions for MDOF structures while it has almost no effect on the transmissibility over non-resonant and isolation regions. The results indicate that the vibration isolators with an anti-symmetric damping characteristic have great potential to overcome the dilemma in the design of linear viscously damped vibration isolators where an increase of the damping level reduces the force transmissibility over resonant region but increases the transmissibility over non-resonant regions.     

Detection of the support damage of spatial steel structures under earthquakes based on shaking table test

There are always some local damages in spatial steel structures induced by strong earthquakes, such as welding cracks of steel nodes, anchor loose of supports etc. If these local damages of spatial steel structures occur, there will be serious dangers to the structural safety. In order to detect the position of local damage under earthquake quickly and accurately, the method of support damage diagnosis of spatial steel structures under earthquakes is studied by using wavelet packet decomposition, data fusion and cluster analysis. Furthermore, a scale model of spatial steel structure was tested on a seismic simulation shaking table to detect the position of damaged support. Results show that the damaged support position can be detected accurately by using the method proposed in this paper, which has practical applications to the damage detection of spatial steel structures.