Dynamic stability analysis of porous functionally graded beams under hygro-thermal loading using nonlocal strain gradient integral model

We present a study on the dynamic stability of porous functionally graded(PFG)beams under hygro-thermal loading.The variations of the properties of the beams across the beam thicknesses are described by the power-law model.Unlike most studies on this topic,we consider both the bending deformation of the beams and the hygro-thermal load as size-dependent,simultaneously,by adopting the equivalent differential forms of the well-posed nonlocal strain gradient integral theory(NSGIT)which are strictly equipped with a set of constitutive boundary conditions(CBCs),and through which both the stiffness-hardening and stiffness-softening effects of the structures can be observed with the length-scale parameters changed.All the variables presented in the differential problem formulation are discretized.The numerical solution of the dynamic instability region(DIR)of various bounded beams is then developed via the generalized differential quadrature method(GDQM).After verifying the present formulation and results,we examine the effects of different parameters such as the nonlocal/gradient length-scale parameters,the static force factor,the functionally graded(FG)parameter,and the porosity parameter on the DIR.Furthermore,the influence of considering the size-dependent hygro-thermal load is also presented.

Sensing-Assisted Accurate and Fast Beam Management for Cellular-Connected mmWave UAV Network

Beam management,including initial access(IA)and beam tracking,is essential to the millimeter-wave Unmanned Aerial Vehicle(UAV)network.However,the conventional communicationonly and feedback-based schemes suffer a high delay and low accuracy of beam alignment,since they only enable the receiver to passively“hear”the information of the transmitter from the radio domain.This paper presents a novel sensing-assisted beam management approach,the first solution that fully utilizes the information from the visual domain to improve communication performance.We employ both integrated sensing and communication and computer vision techniques and design an extended Kalman filtering method for beam tracking and prediction.Besides,we also propose a novel dual identity association solution to distinguish multiple UAVs in dynamic environments.Real-world experiments and numerical results show that the proposed solution outperforms the conventional methods in IA delay,association accuracy,tracking error,and communication performance.

Metamaterial beam scanning leaky-wave antenna based on quarter mode substrate integrated waveguide structure

In this paper, we first propose a metamaterial structure by etching the same two interdigital fingers on the upper ground of quarter mode substrate integrated waveguide（QMSIW）. The simulated results show that the proposed QMSIWbased metamaterial has a continuous phase constant changing from negative to positive values within its passband. A periodic leaky-wave antenna（LWA）, which consists of 11 QMSIW-based metamaterial unit cells, is designed, fabricated,and measured. The measured results show that the fabricated antenna achieves a continuous beam scanning property from backward-43° to forward ＋32° over an operating frequencyrange of 8.9 GHz–11.8 GHz with return loss better than 10 d B.The measured antenna gain keeps consistent with the variation of less than 2 d B over the operating frequency range with a maximum gain of 12 d B. Besides, the measured and simulated results are in good agreement with each other, indicating the significance and effectiveness of this method.

Numerical Study of the Vibrations of Beams with Variable Stiffness under Impulsive or Harmonic Loading

The behavior of beams with variable stiffness subjected to the action of variable loadings (impulse or harmonic) is analyzed in this paper using the successive approximation method. This successive approximation method is a technique for numerical integration of partial differential equations involving both the space and time, with well-known initial conditions on time and boundary conditions on the space. This technique, although having been applied to beams with constant stiffness, is new for the case of beams with variable stiffness, and it aims to use a quadratic parabola (in time) to approximate the solutions of the differential equations of dynamics. The spatial part is studied using the successive approximation method of the partial differential equations obtained, in order to transform them into a system of time-dependent ordinary differential equations. Thus, the integration algorithm using this technique is established and applied to examples of beams with variable stiffness, under variable loading, and with the different cases of supports chosen in the literature. We have thus calculated the cases of beams with constant or variable rigidity with articulated or embedded supports, subjected to the action of an instantaneous impulse and harmonic loads distributed over its entire length. In order to justify the robustness of the successive approximation method considered in this work, an example of an articulated beam with constant stiffness subjected to a distributed harmonic load was calculated analytically, and the results obtained compared to those found numerically for various steps (spatial h and temporal τ ¯ ) of calculus, and the difference between the values obtained by the two methods was small. For example for ( h=1/8 , τ ¯ =1/ 64 ), the difference between these values is 17%.

Dynamic response of axially moving Timoshenko beams: integral transform solution

The generalized integral transform technique （GITT） is used to find a semianalytical numerical solution for dynamic response of an axially moving Timoshenko beam with clamped-clamped and simply-supported boundary conditions, respectively. The implementation of GITT approach for analyzing the forced vibration equation eliminates the space variable and leads to systems of second-order ordinary differential equations （ODEs） in time. The MATHEMATICA built-in function, NDSolve, is used to numerically solve the resulting transformed ODE system. The good convergence behavior of the suggested eigenfunction expansions is demonstrated for calculating the transverse deflection and the angle of rotation of the beam cross-section. Moreover, parametric studies are performed to analyze the effects of the axially moving speed, the axial tension, and the amplitude of external distributed force on the vibration amplitude of axially moving Timoshenko beams.

Beam charge integration in external beam PIXE–PIGE analysis utilizing proton backscattering with an extraction window

In this study,we present a new method for the indirect integration of beam charges in external beam proton-induced X-ray emission and proton-induced c-ray emission(PIXE–PIGE) analysis.We recorded proton spectra backscattered by a Kapton film extraction window in different sample situations and under different beam currents.We also simulated backscattering spectra using the simulation of backscattering spectra program(SIMNRA).We determined that in a specific geometrical arrangement,different sample situations did not significantly affect factor C_Q(the ratio between integral backscattering proton counts and integral beam charges).We also studied the reproducibility and beam current dependence of factor C_Q.The statistic factor of C_Q was28.95 ± 0.6 kilo counts/l C,with a relative standard deviation of 2.0 %.Significantly,in external beam PIXE–PIGE analysis,we were able to calculate beam charge integration from the integral backscattering proton counts in an energy region.

ANALYTICAL－GENERALIZED VARIATIONAL METHOD ABOUT SOLUTION OF SIF AND CONSERVATIVE INTEGRAL FOR DELAMINATlONS OF LAMINATE BEAM

AbstractIn this paper,first of all,the eigen expansions of stress and displacement fields satis-fying all governing equations, boundary conditions along crack surfaces and conditions ofcontinuity along hgament of two dissimilar media are derived.Next, the formula of con-servative integral J1 for the above media with interface crack is established and applied tothe case of detamination of composite laminate beam stacked orthogonally.Furtbermore,the coefficients of the above expansions are determined by generalized variational method,then the values of J1 can be obtained.The stress intensity factor Kn found directly fromthe leading term of the above expansions agrees with that indirectly from J1 satisfactorily,the convergency of results with increase of number of terms in the above expansions is verynice and values of J1 obtained from different paths of integration keep constantaccurately.

Bending of small-scale Timoshenko beams based on the integral/differential nonlocal-micropolar elasticity theory: a finite element approach

A novel size-dependent model is developed herein to study the bending behavior of beam-type micro/nano-structures considering combined effects of nonlocality and micro-rotational degrees of freedom. To accomplish this aim, the micropolar theory is combined with the nonlocal elasticity. To consider the nonlocality, both integral (original) and differential formulations of Eringen’s nonlocal theory are considered. The beams are considered to be Timoshenko-type, and the governing equations are derived in the variational form through Hamilton’s principle. The relations are written in an appropriate matrix-vector representation that can be readily utilized in numerical approaches. A finite element (FE) approach is also proposed for the solution procedure. Parametric studies are conducted to show the simultaneous nonlocal and micropolar effects on the bending response of small-scale beams under different boundary conditions.

中低速磁浮梁轨一体轨道梁钢混接头试验研究

针对中低速磁浮分离式轨道梁建筑高度较大、无法考虑F轨刚度贡献等问题,提出了一种开孔钢板式梁轨一体轨道梁结构,并针对其钢-混结合部的静力性能开展足尺模型试验和有限元仿真计算分析.首先,介绍了梁轨一体轨道梁工程背景以及钢-混结合部的结构特征;其次,设计了钢-混结合部静载模型试验,测试F轨、钢连接件和混凝土等构件在各级荷载下的应力和位移;最后,建立了钢-混结合部实体有限元模型,并结合试验数据分析了钢-混结合部的受力性能、传力机理以及设计参数影响.研究结果表明:1)在1.50倍设计荷载内,钢-混结合部基本处于弹性状态,连接件承载力满足设计要求;荷载继续增大时,F轨的荷载-应力曲线表现出一定的非线性;5.47倍设计荷载下,混凝土梁体发生开裂破坏.2)F轨内外磁极位移均较小,钢-混结合部刚度较大;F轨内外磁极位移差在设计荷载下满足设计限值;1.58倍设计荷载下内外磁极位移差达到0.54 mm,开始超过位移差限值;表明钢混结合部刚度的富裕量小于强度,钢连接件应以刚度控制设计.3)在正常运营状态,磁浮列车荷载主要由钢连件的钢板承压传递,焊钉与开孔钢板传力比例较小;钢连接件中开孔直径、贯穿钢筋直径对传力影响较小,钢连接件腹板厚度增加使得钢混结合部处传力更加平顺.

横向贯通式中低速磁浮一体轨道梁钢-混结合部试验研究

为解决中低速磁浮分离式轨道梁存在的养护难、构件多,以及无法考虑F轨刚度贡献等问题,提出一种横向贯通式梁轨一体轨道梁结构,针对其钢-混结合部的静力性能开展有限元分析和足尺模型试验研究,并对关键设计参数进行参数分析。结果表明,在5倍设计荷载内,钢-混结合部基本处于弹性状态,承载力满足设计要求,且具备较高富裕量;竖向荷载主要通过钢板承压作用传递至混凝土梁体,焊钉对竖向荷载的传递作用较小;设计参数分析表明,适量提高钢连接件钢板厚度有利于竖向荷载的平顺传递。研究结果可以为梁轨一体轨道梁设计提供参考。

一种基于深度学习辅助的SINS/DVL组合导航方法

水下机器人(autonomous underwater vehicle,AUV)导航定位精度一定上程度影响了AUV的工作效率,由于GNSS无法在水下使用,以捷联惯导系统/多普勒计程仪(SINS/DVL)的组合导航系统受到众多青睐。DVL在部分情况下会失效,若直接将DVL隔离,系统将变为纯惯性导航系统,严重影响导航定位的精度。为了应对DVL在部分波束缺失的情况,提出了一种DLinear-informer辅助组合导航算法。通过DLinear对原始输入数据特有的分解方式,增强了算法对AUV非线性信息的提取与学习,提高了速度预测精度。实验结果表明:所提算法能够准确预测DVL失效期间丢失波束的速度,降低组合导航的位置误差,提高了系统的鲁棒性和定位精度。

山地大跨结构关键设计技术研究

恒力应急指挥中心三侧靠山,形成两个高低接地面、具有特色的掉层高层建筑。结构通过设置钢桁架连接构件,将主体结构与山体形成有效连接,将掉层部分简化了嵌固端,简化了结构的边界条件。采用弹塑性分析对结构在罕遇地震下的承载力及刚度进行验证。同时采用山体与主体结构一体化的分析技术,找寻在真实地震工况下,主体与山体连接构件的内力,验证其可靠性。对于大跨结构,采用了新型的预应力型钢混凝土梁,有效降低结构自重,减小梁高,大幅提高结构效率。本工程属于具有特色的山地建筑,结构设计采用创新处理方法,能够为类似工程项目提供参考。

Photonic integrated optical phased arrays and their applications[Invited]

In recent years,optical phased arrays(OPAs)have attracted great interest for their potential applications in light detection and ranging(Li DAR),free-space optical communications(FSOs),holography,and so on.Photonic integrated circuits(PICs)provide solutions for further reducing the size,weight,power,and cost of OPAs.In this paper,we review the recent development of photonic integrated OPAs.We summarize the typical architecture of the integrated OPAs and their performance.We analyze the key components of OPAs and evaluate the figure of merit for OPAs.Various applications in Li DAR,FSO,imaging,biomedical sensing,and specialized beam generation are introduced.

结构实验综合实验平台设计

结构实验是土木工程专业一门必修的实验课程,钢筋混凝土梁的抗弯和抗剪实验是其中的一项重要内容。设计了一体支座、对中系统、垂直度校正器、上梁装置、试件加载系统,最后对实验平台承载力进行了验算。实验平台采用2种形式,一种为自平衡式,另一种为地槽固定式。该实验平台除了用于梁的抗弯实验之外还可以用于柱的抗压实验。

无人机远程通信高密度集成电磁干扰抑制技术

在高密度集成电磁干扰环境中,为增强无人机远程通信的信息可靠性与有效性,文中研究无人机远程通信高密度集成电磁干扰抑制技术。估算无人机远程通信网络中高密度集成电磁干扰信号能量,并通过自适应波束形成实现电磁干扰抑制。在入射信号动态变化时,自适应调节权重系数,形成高密度集成电磁干扰信号抑制波束,并引入基于相位补偿的抗扰波束指向优化控制方法,来控制频率跳变对电磁干扰信号抗扰波束指向的负面影响,优化电磁干扰抑制效果。测试结果显示,使用此技术后,无人机远程通信网络的信息传输误比特率从0.1降为0.02,信息可靠性与有效性得到了提升。

天空地多层异构融合网络性能分析及切换协议优化

针对多层异构融合网络(Multi-layer heterogeneous integrated network, MLHetINet)切换复杂的问题,提出通过凝视波束及干扰消除算法获取切换分析的有效数据,简化波束对准及捕获过程,扩展空基网络覆盖范围,进而降低跨层切换的复杂度。首先,针对地面终端和空中基站间的相对高速运动特性,提出空基凝视多波束形成算法,自适应地调整天线相位和权值,在目标方向生成主瓣并对干扰源进行零陷实现空域隔离,简化切换分析的复杂度。然后针对空地信道的复杂性,提出了基于列范数分组排序的多阶干扰消除算法,进一步提高目标信号的检测精度,提高切换分析的准确性。最后,依靠凝视波束技术和干扰消除算法,针对空天地三维多层异构融合网络中的切换事件设计了独立的切换协议,显著降低了网络资源的消耗。仿真结果表明,相较于传统地面网络和天地融合网络,所提波束赋形辅助的天空地多层异构融合网络中的用户信息速率有显著提升。

整体预制钢-混叠合梁结构优化及负弯矩区受力性能研究

对于整体预制钢-混叠合梁桥,通过有限元法进行参数分析,综合考虑弯曲应力与结构刚度,研究截面设计参数(混凝土板厚、翼缘板厚、腹板高等)对组合梁桥结构性能的影响,提出了设计参数的合理取值建议,同时开展了负弯矩区域桥面板抗裂措施研究,可为同类工程提供设计参考。分析结果表明:混凝土板厚度、腹板高度及下翼缘板厚度对整体预制钢-混叠合梁桥的受力影响较为显著,减小腹板厚度与下翼缘板厚度可以降低负弯矩区混凝土顶板拉应力;增加跨中预压载可以显著减小墩顶负弯矩区混凝土顶板的拉应力,提高组合梁的抗裂性能;增大跨中预压载的布载范围也可改善组合梁的负弯矩区受力;墩顶负弯矩的合拢顺序对组合梁的抗裂性能影响很小。

微波波段涡旋波束的多模式集成与动态调控研究进展

该文回顾并总结了近期关于涡旋波束多模式集成与动态调控的研究成果与进展。首先从无源超表面透镜出发,利用传播相位与几何相位的综合调控作用,在单一超表面平台上实现了分数模涡旋波束的高纯度激发。更进一步,基于无源式超表面的多模式涡旋集成理论及方法,通过在超表面单元结构中加载变容二极管等有源可调谐式器件,实现涡旋波束的动态切换与人工调控。并在此基础上,对基于超表面的涡旋通信系统实现信道建模,并对涡旋通信系统的性能做出了理论分析与评估,为提高现代通信系统信道容量及信息传输速率打下理论基础。

全预制装配式连续梁桥一体化架设关键技术研究

本文以某高速铁路建设工程为背景,设计了一种全新的全预制装配式连续梁桥一体化架设施工方案。施工内容包括装配式桥面系、节段拼装梁、装配式桥墩、预制管桩等各个方面。应用新的施工方案可以有效解决一体化假设施工中工期长、架桥机功效不匹配等问题,实现与该工程相似类型桥梁的快速施工。同时,通过对装配式桥墩应用情况分析得出,该关键技术的应用可以大大缩短施工周期,促进施工质量提升,产生良好的经济效益,同时也在极大程度上促进铁路建设的科技创新力度提升。

整体式组合梁桥梁台结合部模型试验研究

整体式桥台桥梁免除了伸缩缝的建造费用以及病害和更换问题。为研究整体式钢-混组合梁桥梁台结合部力学性能,本文提出压剪式,腹板式和插入式3种结合部构造形式,进行静力加载模型试验,考虑弯矩最不利和剪力最不利2种工况,对结合部位移和相对滑移数据进行测试。模型试验结果表明:压剪式试件承载力最大,相对转动刚度最大,荷载位移关系和弯矩转角关系线性段最长,结合性能最优。研究结果可为整体式组合梁桥梁台结合部的设计和研究提供参考和借鉴。