变角测量反射的新装置

介绍在红外傅里叶交换光谱仪内设置一种变角装置，可以使入射角在１２°～１７°范围内改变，并具有高精度和可靠性。     

利用地表土壤的反射光谱勘探油气的方法研究

反射光谱分析提供了一种高效和低成本的鉴别物质成分和结构的方法,油气微渗漏理论则建立了油气藏与其上部地表特定蚀变之间的因果关系,因此,可以通过检测地表蚀变的反射光谱来勘探油气。野外实地测量和高光谱遥感均能够实现反射光谱的检测。文章首先提出了典型含气区测点的光谱曲线的宏观特征;然后,给出了一种基于野外测量的反射光谱来确定特定蚀变的地表分布(即分类)的方法。将本方法应用于青海××地区野外测量的反射光谱的分析中,得到的蚀变异常区与该地区的已有气田成功吻合。本方法的鲁棒性实验表明,当分类过程中选用不同的参数组合(例如：分类样本,研究波段范围和相似度阈值)时,均能得到较好的分类结果。为该地区进行中的Hyperion高光谱遥感油气勘探项目提供了有效的分类样本和参考算法。     

光学内反射角度传感器信号检测部分设计

随着科技的飞速发展,小角度测量技术的准确度及精度得到了很大的提升.常用的测角装置如激光干涉仪、光电自准直仪等体积庞大、造价昂贵且较难组成多维的测角系统,因此很少用于高精度的在线测量.而教授Huang P.S.提出的内反射测角法经后人不断的完善发展,具有精度高、成本低、易于组成二维测角装置的特点.本文基于光学内反射测角原理,进行二维内反射测角装置相关设计并对转换测角程序进行验证.     

导光板底面熔合微棱镜出射亮度规律研究

基于导光板底面直接熔合微棱镜取代目前背光系统平面反射膜和网点两层结构,推导了棱镜底角和出射亮度方向角之间的关系,提出导光板出射亮度方向角与棱镜远近光源底角的解析公式.用LightTools软件对导光板进行建模仿真,通过改变棱镜两个底角,得到出射亮度峰值方向和底角之间的变化规律.理论值与模拟仿真值基本符合,为背光模组一体化的研究提供理论和实验依据.依据上述规律,设计出一体化导光板结构,其中,微棱镜近光源角为86°,远光源角为37°,亮度达到现行3M背光系统指标.     

原向反射屏剩余发散角测试

 提出了玻璃微珠原向反射屏的剩余发散角概念和测试方法：将激光光束投射到原向反射屏,其反射回的激光光束成像到硫酸纸（接收屏）上。利用相机拍摄不同距离下原向反射屏的成像光斑,得到光斑的图像数据;并处理相应图像数据,计算出剩余发散角。通过实验测得所用的玻璃微珠原向反射屏的剩余发散角为0.447 8°。     

双峰值面全息反射元件的角敏特性

从实验上研究了DCG全息元件透射光谱的暗带谷值波长随入射角变化的特性,提出用双峰值强度面反射元件作全息角敏元件(HASE),该HASE对入射光有较高的角度灵敏度和广角敏感性,分析了实验参数对暗带谷值和带宽的影响.     

基于仿视网膜成像器件的折反射全景系统设计

针对传统折反射全景成像系统的图像必须依赖展开技术的问题,提出一种基于仿视网膜成像器件的折反射全景系统设计。利用国内首款仿视网膜CMOS探测器各环上像元与周向、径向空间瞬时视场的对应关系,推导了双曲面反射镜的镜面参数,构建了基于BIT Retina52探测器的全景成像系统。系统实现了无需坐标变换的全景图像直接输出,较之传统折反射成像系统,改善了空间角分辨率变尺度分布问题。     

变角二维谱实验

本文描述了用同步驱动控制电路的变角机构,在Bruker WP-80谱仪上实现固体变角方法的二维谱实验。应用该变角机构,获得了固体粉末的化学位移各向同性和各向异性的二维分解谱。     

楔角参量对角度调谐滤光片反射特性影响的光谱学研究

三端口可调谐滤波器是全光智能交换网络和密集波分复用系统中的核心器件。其反射端口的光谱特性,尤其是反射率和信道隔离度对于滤波器的性能至关重要。角度调谐滤光片因其良好的矩形度和温度稳定性被广泛应用于三端口可调谐滤波器的制备,其反射端口的光谱特性不仅与倾斜入射角度的大小有关,而且与其非平行端面间的楔角参量有关。文章详细分析了楔角参量对非平行角度调谐滤光片的反射率及半宽的影响,仿真计算了楔角参量在不同极性和大小条件下角度调谐滤光片的反射光谱特性,揭示了保持适当的楔角参量和方向性可以改善倾斜入射状态下滤光片的反射光谱特性。设计并制备了楔角为0.8°的楔形角度调谐滤光片,实验证明了当保持楔角方向与倾斜入射方向相同时会严重的劣化透反射光谱的半宽和隔离度,方向相反时则可以改善反射光谱的反射率和半宽指标。通过负楔角参量的引入使得角度调谐滤光片较之高平行度的同类器件具有更高的反射率和信道隔离度。     

单轴各向异性手征介质平板的反射和透射特性研究

研究了光轴平行于界面的单轴各向异性手征介质平板对平面电磁波的反射和透射特性, 推导出了反射和透射系数(功率)公式; 按介电常数的正负分4种情形给出了反射和透射功率曲线; 讨论了手征参数对反射和透射特性的影响, 特别是给出了伪布儒斯特角与手征参数的变化关系曲线. 关键词： 单轴各向异性手征介质 手征参数 伪布儒斯特角 反射和透射     

An experimental study of the effects of resilient bars on plate vibration

Resilient bars can provide a low-cost, effective improvement to sound insulation performance. They are commonly used in timber-framed floor/ceiling assemblies in North America and Europe. Resilient bars are often modelled as springs isolating the two connected plates thereby forming a mass-spring-mass system. However, as a furring system of plates, resilient bars may modify the vibration energy distribution across a connected plate by acting as stiffeners. The authors investigate this issue by measuring acceleration levels at different locations relative to the fixing positions and thereby derive vibration waveforms for the connected plate in a small-scale structural simulation of a floor-ceiling system. The results were compared with timber-joist-ribbed, and timber-brander-ribbed, structures. The vibration modes of a suspended plate were also measured for comparative purposes. The results indicated that resilient bars did not perform as stiffeners whereas joists and timber branders did effectively stiffen their connected plates. Resilient bars neither forced orthotropic plate behaviour at low frequencies, nor separated the plate into sub-plates at higher frequencies. Resilient-bar-ribbed plates may also differ from independent plates. The modal behaviour of resilient-bar-ribbed plates is more complex and their effect on modal density and radiation efficiency are worthy of further research.     

Dynamic stability of a sandwich plate with a constraining layer and electrorheological fluid core

The dynamic stability problems of a sandwich plate with a constraining layer and an electrorheological (ER) fluid core subjected to an axial dynamic force are investigated. The rectangular plate is covered in an ER fluid core and a constraining layer to improve the stability of the system. Effects of the natural frequencies, static buckling loads, and loss factors on the dynamic stability behavior of the sandwich plate are studied in the paper. Rheological property of an ER material, such as viscosity, plasticity, and elasticity may be changed when applying an electric field. The modal damper and the natural frequencies for the sandwich plate are calculated for various electric fields. When an electric field is applied, the damping of the system is more effective. In this study, finite element method and the harmonic balance method are used to calculate the instability regions of the sandwich plate. The ER fluid core is found to have a significant effect on the dynamic stability regions.     

Rayleigh-Ritz vibration analysis of rectangular Mindlin plates subjected to membrane stresses

A previously developed analysis of the flexural vibration of isotropic rectangular plates is extended to include the presence of a membrane stress system. The method of analysis is the Rayleigh-Ritz method and Mindlin plate theory is used which takes into account effects which are disregarded in the classical plate theory. As in the aforementioned earlier analysis the spatial variations of the deflection and two rotations over the plate middle surface are based on the use of Timoshenko beam functions. The membrane stress system comprises biaxial direct stress plus in-plane shearing stress and is uniform throughout the plate. Numerical results are presented for a number of types of plate and of applied stress which show the manner of variation of the frequencies of vibration as the intensity of stress changes. This manner of variation is similar in form to that demonstrated elsewhere by analyses based on the use of the classical plate theory but the magnitudes of the present calculated frequencies are considerably reduced for moderately thick plates.     

紫外单光子成像系统增益特性研究

介绍了基于微通道板和楔条形阳极的紫外单光子成像系统的组成和工作原理.利用该系统分别研究了两块和三块微通道板在不同电压下的暗计数特性.实验和拟合结果表明微通道板的暗计数脉冲幅度呈负指数型分布,暗计数率随电压升高而增大.通过测试不同电压下的脉冲幅度分布曲线,发现微通道板增益在较高电压下更加均匀.研究了两块微通道板情况下,微通道板电压和间距对系统分辨率的影响.结果表明,系统分辨率随微通道板电压增加而提高;另外,适当增加微通道板间距也可以提高系统分辨率. 关键词： 单光子计数成像 微通道板 楔条形阳极 分辨率     

A combinatorial sample-preparation robot system using the volumetric-weighing method

We have developed a new automatic sample-preparation robot system with use of the volumetric-weighing method. In this system, slurries, aqueous solutions, and other wet reagents are employed as starting materials and 64 (8×8) samples at the maximum are prepared on a library plate of 35 mm × 35 mm size. Volumetric-weighing and mixing of the starting materials and distributing reaction mixtures to the library plate are automatically performed by computer-controlled mechanisms with an easy-to-use programming software interface. While this robot is designed in terms of space saving and portability, it is able to equip with an atmosphere-controlled furnace to sinter the samples on the library plate. Typical preparation time for a library plate of 36 (6×6) samples is less than 40 min. This robot system is promising in enhancing throughput of wet-chemically synthesized materials researches.     

A TWO-DIMENSIONAL TCHEBYCHEFF COLLOCATION METHOD FOR THE STUDY OF THE VIBRATION OF A BAFFLED FLUID-LOADED RECTANGULAR PLATE

The vibration and the acoustic radiation of a baffled rectangular plate in contact with a dense fluid is considered. By using Green's representation theorem, the original system of differential equations governing both the displacement and the acoustic sound pressure is transformed into a system of coupled boundary integral equations. The unknown functions (the displacement of the plate, the pressure jump at the surface of the plate and the boundary sources) are expanded as series of Tchebycheff polynomials. The new unknowns (the coefficients of the series) are calculated by using a collocation method. Some results, both theoretical and numerical, are given concerning the resolution properties of the Tchebycheff approximation. The numerical difficulties are presented, and solutions of these are proposed. Numerical examples are given.     

Magneto-elastic dynamics and bifurcation of rotating annular plate

In this paper, magneto-elastic dynamic behavior, bifurcation, and chaos of a rotating annular thin plate with various boundary conditions are investigated. Based on the thin plate theory and the Maxwell equations, the magneto-elastic dynamic equations of rotating annular plate are derived by means of Hamilton's principle. Bessel function as a mode shape function and the Galerkin method are used to achieve the transverse vibration differential equation of the rotating annular plate with different boundary conditions. By numerical analysis, the bifurcation diagrams with magnetic induction, amplitude and frequency of transverse excitation force as the control parameters are respectively plotted under different boundary conditions such as clamped supported sides, simply supported sides, and clamped-one-side combined with simply-anotherside. Poincare′ maps, time history charts, power spectrum charts, and phase diagrams are obtained under certain conditions,and the influence of the bifurcation parameters on the bifurcation and chaos of the system is discussed. The results show that the motion of the system is a complicated and repeated process from multi-periodic motion to quasi-period motion to chaotic motion, which is accompanied by intermittent chaos, when the bifurcation parameters change. If the amplitude of transverse excitation force is bigger or magnetic induction intensity is smaller or boundary constraints level is lower, the system can be more prone to chaos.     

Response of an elastically supported plate strip to a moving load

A theoretical analysis is presented of the steady state response of a plate strip constrained elastically along its edges against rotation and translation under the action of a moving transverse line load. Within the classical plate theory the solutions are obtained by using Fourier and Laplace transformation methods with respect to space variables. Numerical results are given for a plate strip with both edges identically constrained and a normal line load of constant intensity travelling along the plate strip with a constant speed. The first five speeds of the applied load for which a resonance effect occurs in the system are plotted as functions of the edge constraint parameters. The profiles of the displacement and the moment of the plate are also shown graphically for several values of the load speed and the edge constraint parameters.     

Optimum thickness distribution of unconstrained viscoelastic damping layer treatments for plates

This paper concerns the optimum thickness distribution of unconstrained viscoelastic damping layer treatments for plates. The system loss factor is expressed in terms of the mechanical properties of the plate and damping layer and the layer/plate thickness ratio. Optimum distributions of the thickness ratio that maximize the system loss factor are obtained through sequential unconstrained minimization techniques. Results are presented for both simply-supported and edge-fixed rectangular plates with aspect ratios of 1·0 to 4·0. These results indicate that the system loss factor can be increased by as much as 100%, or more, by optimizing the thickness distribution of the damping treatment. Also revealed are the regions of the plate where added damping treatments are most effective.     

Quantifying in-plane deformation of plate elements using vibration characteristics

Plate elements are used in many engineering applications. In-plane loads and deformations have significant influence on the vibration characteristics of plate elements. Numerous methods have been developed to quantify the effects of in-plane loads and deformations of individual plate elements with different boundary conditions based on their natural frequencies. However, these developments cannot be applied to the plate elements in a structural system as the natural frequency is a global parameter for the entire structure. This highlights the need for a method to quantify in-plane deformations of plate elements in structural framing systems. Motivated by this gap in knowledge, this research has developed a comprehensive vibration based procedure to quantify in-plane deformation of plate elements in a structural framing system. This procedure with its unique capabilities to capture the influence of load migration, boundary conditions and different tributary areas is presented herein and illustrated through examples.