基于横向场激励的高频压电超声换能器

介绍了一种基于横向场激励模式的高频压电超声换能器及其设计、分析和制作过程。采用扩展的Christoffel-Bech-mann方法对LiNbO3、LiTaO3和PMN-33PT三种不同压电材料的a模式横向场压电耦合系数进行了计算,发现这三种材料中LiNbO3具有最大的LFE a模式压电耦合系数,为28%。采用具有最大压电耦合系数的X切LiNbO3设计并制作了基于横向场激励的高频超声换能器,并采用传统的Pulse-Echo方法测试了该超声换能器的中心频率和带宽。实验测得该LFE高频超声换能器的中心频率为34MHz,-6dB带宽为14.4%。从理论和实验上证明了横向场激励模式可以应用于高频超声换能器。     

Lateral WSe2 Homojunction through Metal Contact Doping: Excellent Self-powered Photovoltaic Photodetector

Here an IR-heating chemical vapor deposition (CVD) approach enabling fast 2D-growth of WSe₂ thin films is reported, and the great potential of metal contact doping in building CVD-grown WSe₂-based lateral homojunction is demonstrated by contacting with TiN/Ni metals in favor of holes/electrons injection. Shortening nanosheet channel to ≈2 µm leads to pronounced enhancement in the performance of diode. The fabricated WSe₂-based diode exhibits high rectification ratios without the need of gate modulation and can work efficiently as photovoltaic cell, with maximum open circuit voltage reaching up to 620 mV and a high power conversion efficiency over 15%, empowering it as superb self-powered photodetector for visible to near-infrared lights, with photoresponsivity over 0.5 A W⁻¹ and a fast photoresponse speed of 10 µs under 520 nm illumination. It is of practical significance to achieve well-performed photovoltaic devices with CVD-grown WSe₂ using fab-friendly metals and simple processing, which will help pave the way toward future mass production of optoelectronic chips.     

Anticipating Cutoff Diameters in Deterministic Lateral Displacement (DLD) Microfluidic Devices for an Optimized Particle Separation

Deterministic lateral displacement (DLD) devices enable to separate nanometer to micrometer‐sized particles around a cutoff diameter, during their transport through a microfluidic channel with slanted rows of pillars. In order to design appropriate DLD geometries for specific separation sizes, robust models are required to anticipate the value of the cutoff diameter. So far, the proposed models result in a single cutoff diameter for a given DLD geometry. This paper shows that the cutoff diameter actually varies along the DLD channel, especially in narrow pillar arrays. Experimental and numerical results reveal that the variation of the cutoff diameter is induced by boundary effects at the channel side walls, called the wall effect. The wall effect generates unexpected particle trajectories that may compromise the separation efficiency. In order to anticipate the wall effect when designing DLD devices, a predictive model is proposed in this work and has been validated experimentally. In addition to the usual geometrical parameters, a new parameter, the number of pillars in the channel cross dimension, is considered in this model to investigate its influence on the particle trajectories.     

The lateral load-deformation response of RC walls with a consideration of the height–length ratio

Reinforced concrete (RC) walls play an important role in resisting earthquakes, so understanding the lateral load-deformation response of an RC wall subjected to an axial load, shear, and moment is essential to nonlinear structural analysis. In this study, the moment-bending deformation response of an RC wall under an axial load and moment is obtained from moment–curvature analysis using the wall’s proper plastic hinge length. Furthermore, modified compression-field theory, adjusted according to the height–length ratio of the wall, is used to calculate the shear–shear deformation response of the wall under an axial load and shear. By integrating the moment-bending deformation and the shear–shear deformation responses, the lateral load-deformation response of the RC wall under axial load–moment–shear interaction can be reasonably determined. To confirm the reliability of the proposed method, experimental results for 67 RC walls are compared with analysis results from the proposed method. The statistical results show that the proposed method accurately predicts the lateral ultimate load but somewhat underestimates the lateral ultimate deformation. Finally, this paper gives an example using an equivalent column to simulate an RC wall using SAP2000 pushover analysis.     

A historical perspective of algorithmic lateral inhibition and accumulative computation in computer vision

Certainly, one of the prominent ideas of Professor José Mira was that it is absolutely mandatory to specify the mechanisms and/or processes underlying each task and inference mentioned in an architecture in order to make operational that architecture. The conjecture of the last fifteen years of joint research has been that any bottom-up organization may be made operational using two biologically inspired methods called “algorithmic lateral inhibition”, a generalization of lateral inhibition anatomical circuits, and “accumulative computation”, a working memory related to the temporal evolution of the membrane potential. This paper is dedicated to the computational formulation of both methods. Finally, all of the works of our group related to this methodological approximation are mentioned and summarized, showing that all of them support the validity of this approximation.     

Adjacent assembly of self-assembled monolayers for the construction of selective bio-platforms

Selective patterning of bio-substances onto solid platforms is of increasing importance in many areas and widely used for various applications ranging from bio-sensing to cell and tissue engineering. In this study, a new fabrication scheme for the construction of highly selective bio-platforms is presented. The method is based on a direct patterning of poly(ethyleneglycol) (PEG) bio-inert layers on a conducting indium tin oxide (ITO) substrate using electron beam lithography and subsequent assembly of modified amine reactive layers onto the exposed areas. The process is found to create very high “surface contrast” between adhesive and repulsive regions onto the substrate. The platforms are shown to be enable efficient for selective adsorption of a variety of bio-substances including protein arrays, latex beads, and single cells. The high resolution of the technique makes it also applicable for the construction and deposition of bio-structures at the sub-micron scale. The reported technique employs standard lithography and surface chemistry processes, which makes it useful and easy to adopt for a variety of applications and other conductive substrates.     

平流层飞艇轨迹跟踪控制设计

基于轨迹线性化控制（TLC）理论提出了一种全驱动平流层飞艇轨迹跟踪控制设计的新方法.该方法由期望姿态生成、运动学控制和动力学控制3部分组成.首先利用期望轨迹的Frenet标架构造期望的艇体坐标系,导出期望姿态的计算公式;然后将系统运动学部分按照移动和转动分解,动力学部分按纵向与横向分解,将整个系统划分为4个回路,并分别用TLC理论进行控制设计,避免了设计时对全系统求逆的困难;最后给出了控制方法的计算步骤和平流层飞艇跟踪典型轨迹的仿真结果,结果验证了所提出方法的可行性.     

层状土壤条件下地下滴灌水氮运移模型及应用

基于土壤水分运动的动力学方程和溶质运移的对流-弥散方程,考虑地下滴灌灌水器流量随时间的变化,建立了层状土壤地下滴灌施用硝酸铵(NH4NO3)条件下水氮运移的数学模型。利用均质砂土(S)、均质壤土(L)、上砂下壤(SL)和砂土夹层(LSL)四种土壤的试验数据对模型进行了验证。结果指出,考虑土壤中灌水器流量随时间变化可稍改善土壤含水率和硝态氮的模拟精度。利用验证后的数学模型研究了灌水器流量(1.1、1.75和2.6L/h)、灌水器与犁底层相对位置对地下滴灌水氮分布的影响,模拟结果表明灌水器流量对含水率分布的影响不明显,但灌水器流量的增大可明显增加20~40cm土层硝态氮含量;灌水器与犁底层相对位置对水氮分布影响显著,灌水器位于犁底层中(埋深25cm)土壤表层干土层较薄、水氮向下运移深度较小,有利于减小土壤蒸发和避免水氮淋失。     

荷载倾角对大直径长桩承载特性的影响分析

基于数值分析与荷载传递相结合的方法,利用FLAC3D对倾斜荷载下大直径长桩进行模拟,分析了荷载倾角对桩的承载特性的影响.结果表明,荷载倾角影响桩的承载方式,随着荷载倾角的逐渐增加,桩的承载方式由竖向承载为主逐渐向水平承载为主转化.荷载倾角在0°～20°范围内变化时,桩顶以沉降为主;在30°～90°范围内变化时,桩顶水平位移大于沉降.随着荷载倾角的增大,上部桩体侧移显著增大,桩两侧合土抗力零点向深部移动,桩端阻力减小.桩前侧和桩后侧最大合土抗力与荷载倾角的正弦值近似呈线性递增关系;桩前侧最大合土抗力受荷载倾角的影响比桩后侧最大合土抗力大.