Simultaneous resonance of an axially moving ferromagnetic thin plate under a line load in a time-varying magnetic field

In this paper,the simultaneous resonance of a ferromagnetic thin plate in a time-varying magnetic field,having axial speed and being subjected to a periodic line load,is studied.Based on the large deflection theory of thin plates and electromagnetic field theory,the nonlinear vibration differential equation of the plate is obtained by using the Hamilton′s principle and the Galerkin method.Then the boundary condition in which the longer opposite sides are clamped and hinged is considered.The dimensionless nonlinear differential equations are solved by using the method of multiple scales,and the analytical solution is given.In addition,the stability analysis is also carried out by using Lyapunov stability theory.Through numerical analysis,the variation curves of system resonance amplitude with frequency tuning parameter,magnetic field strength and external excitation amplitude are obtained.Different parameters that have significant effects on the response of the system,such as the thickness,the axial velocity,the magnetic field intensity,the position,and the frequency of external excitation,are considered and analyzed.The results show that the system has multiple solution regions and obvious nonlinear coupled characteristics.

HALF-SPACE GREENS'S FUNCTION DUE TO A SPATIALLY HARMONIC LINE LOAD AND SCATTERED FIELDS IN THE FAR FIELD REGION

Half-space Green's function due to a spatially harmonic line load has been expressed as a sum of the full-space Green's functions and a 2-D integral representation of the reflected waves by the free surface of the half-space.By using the obtained half-space Green's function,an integral rep- resentation of the scattered waves by a cylindrical obstacle is then derived.Finally,by analyzing the far-zone behavior of the integrands of the integral representation.the far-field pattern of the scattered waves in a half-space obtained.

A closed-form solution for a double infinite Euler-Bernoulli beam on a viscoelastic foundation subjected to harmonic line load

The dynamic response of a double infinite beam system connected by a viscoelastic foundation under the harmonic line load is studied. The double infinite beam system consists of two identical and parallel beams, and the two beams are infinite elastic homogeneous and isotropic. A viscoelastic layer connects the two beams continuously. To decouple the two coupled equations governing the response of the double infinite beam system, a variable substitution method is introduced. The frequency domain solutions of the decoupled equations are obtained by using Fourier transforms as well as Laplace transforms successively. The time domain solution in the generalized integral form are then obtained by employing the corresponding inverse transforms, i.e. Fourier transform and inverse Laplace transform. The solution is verified by numerical examples, and the effects of parameters on the response are also investigated.

A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads

This work presents a novel approach to the dynamic response analysis of a Euler-Bernoulli beam resting on a Winkler soil model and subjected to an impact loading.The approach considers that damping has much less importance in controlling the maximum response to impulsive loadings because the maximum response is reached in a very short time,before the damping forces can dissipate a significant portion of the energy input into the system.The development of two sine series solutions,relating to different types of impulsive loadings,one involving a single concentrated force and the other a distributed line load,are presented.This study revealed that when a simply supported Euler-Bernoulli beam,resting on a Winkler soil model,is subject to an impact load,the resulting vertical displacements,bending moments and shear forces produced along the span of the beam are considerably affected.In particular,the quantification of this effect is best observed,relative to the corresponding static solution,via an amplification factor.The computed impact amplification factors,for the sub-grade moduli used in this study,were in magnitude greater than 2,thus confirming the multiple-degree-of-freedom nature of the problem.

Distortionless Lossy Transmission Lines Terminated by in Series Connected <i>RCL</i>-Loads

The paper deals with a lossy transmission line terminated at both ends by non-linear RCL elements. The mixed problem for the hyperbolic system, describing the transmission line, to an initial value problem for a neutral equation is reduced. Sufficient conditions for the existence and uniqueness of periodic regimes are formulated. The proof is based on the finding out of suitable operator whose fixed point is a periodic solution of the neutral equation. The method has a good rate of convergence of the successive approximations even for high frequencies.

Load distribution of involute gears along time-varying contact line

Base on the theory of energy minimization, a numerical algorithm is established to calculate load distribution, and the relationship curve of spur gear load distribution is obtained, and the load distribution ratio changes from 033 to 067 in double contact zone. This theory is adopted to compute the load distribution of helical gear along time-varying contact line, and the load distribution varies with the instantaneous position of the meshing point and the length of contact line, and the maximum value of load appears at the pitch point. Compared with the load distribution results, the helical gear changes more smoothly than spur gear. The load distribution provides a basis for calculate tooth bending deformation and critical stress.

Low Complexity Discrete Bit-loading for OFDM Systems with Application in Power Line Communications

Adaptive bit-loading algorithms can improve the performance of OFDM systems significantly. The tradeoff between the performance of the algorithm and its computational complexity is essential for the implementation of loading algorithms. In this paper, we present a low complexity non-iterative discrete bit-loading algorithm to maximize the data rate subject to specified target BER and uniform power allocation. Simulation results show that the proposed algorithm outperforms the equal-BER loading and achieves similar rates to incremental allocation, yet with much lower complexity.

A FAST BIT-LOADING ALGORITHM FOR HIGH SPEED POWER LINE COMMUNICATIONS

Adaptive bit-loading is a key technology in high speed power line communications with the Orthogonal Frequency Division Multiplexing (OFDM) modulation technology. According to the real situation of the transmitting power spectrum limited in high speed power line communications, this paper explored the adaptive bit loading algorithm to maximize transmission bit number when transmitting power spectral density and bit error rate are not exceed upper limit. With the characteristics of the power line channel, first of all, it obtains the optimal bit loading algorithm, and then provides the improved algorithm to reduce the computational complexity. Based on the analysis and simulation, it offers a non-iterative bit allocation algorithm, and finally the simulation shows that this new algorithm can greatly reduce the computational complexity, and the actual bit allocation results close to optimal.

Optimizing loading path and die linetype of large length-to-diameter ratio metal stator screw lining hydroforming

In order to meet the high temperature environment requirement of deep and superdeep well exploitation, a technology of large length-to-diameter ratio metal stator screw lining meshing with rotor is presented. Based on the elastic-plasticity theory, and under the consideration of the effect of tube size, material mechanical parameters, friction coefficient and loading paths, the external pressure plastic forming mechanical model of metal stator screw lining is established, to study the optimal loading path of metal stator lining tube hydroforming process. The results show that wall thickness reduction of the external pressure tube hydroforming(THF) is about 4%, and three evaluation criteria of metal stator screw lining forming quality are presented: fillet stick mold coefficient, thickness relative error and forming quality coefficient. The smaller the three criteria are, the better the forming quality is.Each indicator has a trend of increase with the loading rate reducing, and the adjustment laws of die arc transition zone equidistance profile curve are acquired for improving tube forming quality. Hence, the research results prove the feasibility of external pressure THF used for processing high-accuracy large length-to-diameter ratio metal stator screw lining, and provide theoretical basis for designing new kind of stator structure which has better performance and longer service life.

电网的分散负荷安全域及其应用(二):线路静态失稳的边界-本质-形态及负荷安全域的稳定裕度

交流线路承载的静态稳定边界问题一直悬而未决。负荷安全域可约束线路压差、维持多级电网电压安全水平,但稳定裕度未知。传统静态功角稳定与电压稳定的概念、机理及分析方法都不相同。研究发现,针对线路两种静态稳定可形成统一的概念、机理,而全网静态稳定的充要条件是每条支路都满足静态稳定。基于线路的复变量状态方程,得到末端的复功率-电压(即P_(j)-Q_(j)-U_(j))、复功率-功角(即P_(j)-Q_(j)-θ_(ij))的独立方程;通过可解条件分析、偏导证明,得到唯一的P_(j)-Q_(j)稳定边界及其特征,证明两种失稳的同质性;通过解析几何分析,推导U_(j)和θ_(ij)的稳定边界及其特征,得到符合实际情况的失稳形态解释。基于P_(j)-Q_(j)稳定边界,提出线路负荷安全域的稳定裕度指标以及电压安全水平的修正方法。理论验证基于首端参考系线路模型分析的可行性,提出电网上下级拓扑的稳定域匹配方法。最后,基于状态可观性判据、方程独立性以及平衡点生成原理,分析线路功-角特性的局限性。算例表明,所提的稳定边界、稳定域匹配方法都与PSASP程序收敛性结果吻合。在新能源大量接入导致线路潮流波动性大的背景下,该研究更具理论价值及现实意义。

一种三相线电压级联单位功率因数整流器负载不均衡特性分析及电压均衡控制策略

该文对一种由三个三相单开关整流器线电压级联构成的三相单位功率因数整流器的负载不均衡特性和输出电压均衡控制策略进行分析和研究,首先详细阐述此类整流器在三个直流侧负载不均衡时,交流输入端电流能自动保持均衡的独特特性及相应工作机理;然后研究系统整体分层控制策略。在传统的基于电压外环PI控制、电流内环PR控制的上层控制基础上,针对各整流模块参数不一致及负载功率不一致引起的各模块输出电压不均衡问题,通过加入偏差因子调制波补偿的底层控制,实现了对每个模块输出功率的独立调节,进而实现了各整流模块输出电压的均衡控制。仿真和实验结果验证了所研究拓扑结构的优越性和控制策略的可行性。

不同类风场雨滴冲击荷载对输变电塔线体系动力响应的影响研究

输变电塔体系遭受风雨耦合作用破坏时常将原因归于风荷载,忽略了雨荷载耦合激励的放大效应。针对某输电线路“一塔两线”体系模型,以数值方法模拟良态风雨场与湿下击暴流场的风雨时程荷载,分别对塔线体系进行动力响应分析,结果表明:降雨对输电塔线体系的响应,具有显著影响,随着雨强变大,塔线体系响应增大明显;在极值降雨条件下,湿下击暴流场塔顶位移增幅最大,在X向和Y向分别达到31.30%和33.93%;两种风雨场中塔顶位移及加速度功率谱密度均出现明显增幅,体系共振响应增强,塔身关键位置主材应力分别增大了11.64%、37.07%;在不同类风场中,强降雨时雨滴冲击对塔线体系产生的激励增大作用不可忽略。

钢铁物流中心平面布局研究

钢铁物流中心将物流的各个环节连接在一起,科学合理地布局钢铁物流中心,对于促进物流中心内各项物流活动高效运作、降低物流成本、提升物流服务质量具有重要意义。结合钢铁物流的特点,研究了钢铁物流中心的功能分区和作业流程,提出适合钢铁物流中心平面布局的原则。根据铁路装卸线是否进入仓库,以及库内桥吊与铁路装卸线的相对关系不同,研究了铁路布置在库外和库内、桥吊垂直和平行铁路布置等4种平面布局方案,并给出了不同布局方案的适用场景。最后结合长沙北货场钢铁物流中心实例,对钢铁物流中心平面布局进行说明,对钢铁物流中心的规划和设计具有一定的参考意义。

基于决策树的电网重要用户供电路径决策方法

广州等超大城市电网中110kV网架接线主要为3T接线,其运行方式多变,对电网的规划和运行有很大影响。超大城市电网中存在着大量的重要用户,其供电可靠性是安排电网运行方式的一个重要考虑因素。若安排的运行方式使得某些重要用户的供电路径汇集在同一元件,就会大大降低重要用户的供电可靠性。基于此,建立超大城市电网重要用户供电路径优化决策模型,以最小化电网中220kV线路的平均负载率为目标,要求系统的每个重要用户都要满足多个供电路径来自最少2个不同的220kV变电站。为了快速求解此混合整数非线性规划模型,引入多变量决策树将模型转化成一个整数非线性规划问题,再通过变量代换将其转化为一个整数线性规划问题,实现快速准确求解。最后,以广州电网实际数据为例,验证所提优化决策模型和求解方法的可行性与有效性。

冲击力下薄壁内衬复合管界面黏结强度效应分析

【目的】研究薄壁内衬复合管在受冲击力作用下的界面黏结强度对层间剥离屈曲的影响。【方法】建立薄壁内衬复合管在弹性阶段的非线性分析模型,对薄壁内衬复合管材模态试验与分析模型的分析结果进行对比,验证有限元分析模型可靠性。通过改变衬层与原基层管壁间的界面黏结强度,研究复合管在冲击力下的动态特征。【结果】研究结果表明,当冲击荷载较小、管道变形处于弹性阶段时,薄壁内衬复合管的损伤大都集中在层间界面处。界面黏结强度对层间剥离屈曲有较大的影响,随着层间界面黏结强度的增加,外基层管与内衬层的最大等效应力差值减少。此外,外基层管和内衬层的变形协调性能力随着黏结强度增加而增大,径向层间位移减小,增加了复合管的整体性和连续性。【结论】研究结果可为薄壁内衬修复管道设计方法及层间界面效应分析提供参考。

输电线路下击暴流强风荷载最不利工况研究

对流天气引起的下击暴流已经成为我国中东部地区输电线路风灾破坏的主要原因。下击暴流风场的特异性造成现有规范无法适用,开展下击暴流输电线路设计风荷载的研究成为提高电网安全性亟待开展的课题。介绍了下击暴流的数学风场模型并用于计算输电线路风荷载,采用非线性有限元方法对杆塔受到的导线风荷载开展了风场及线路结构参数分析,着重考察了最大导线风荷载对应工况。研究结果表明:(1)直线塔与耐张塔最大横向荷载值相同,但后者最大纵向荷载值显著大于前者;(2)直线塔的最大横向荷载和纵向荷载塔位分别出现于八跨输电线路的端部和次端部直线塔,耐张塔则出现于四跨输电线路;(3)最大导线风荷载与出流直径、中心相对位置、塔位及跨数密切相关,均存在特定的最不利工况。通过对风荷载影响因素和分布规律的总结,最终给出了三种代表性最不利导线风荷载工况的归一化风场参数,为输电线路抗下击暴流导线风荷载的合理取值提供了数据支撑。

考虑电气化铁路接入的山区电网可靠性评估研究

作为大功率、强冲击的移动负荷,电气化铁路接入山区电网后将导致电网线路功率在短时内重新分布,可能引发线路可靠性下降等后果。为此,该文提出一种考虑电气化铁路接入的山区电网可靠性评估方法。首先,考虑途径山区的电气化铁路客货共线的特点,基于列车牵引计算模拟牵引负荷的随机波动性;然后分析牵引负荷对电网潮流的影响;进一步建立线路故障模型对牵引负荷接入后的线路可靠性指标进行计算,量化评估山区电网的可靠性水平;最后,定义线路薄弱度指标对山区电网薄弱环节进行筛选,并提出相应措施以提升电网可靠性。通过算例对比分析优化前后两种情况下的电网可靠性指标,验证了该文所提方法的正确性与有效性。

基于加载线型的平面太赫兹移相器设计

移相器是相控阵系统中的重要组成器件,随着频率的增加,金属的趋肤深度及波导表面粗糙度对器件的影响不可忽略,会使移相器的损耗增加。对此,提出一种基于加载线型的平面太赫兹移相器。将2个枝节并联在微带线上,在并联枝节上加载开关二极管,调节两段枝节的电长度得到所需的移相量;控制开关的导通和断开,实现不同的移相角度。仿真结果表明,在192~210 GHz频带范围内,导通和断开的反射系数都小于-10 dB,插入损耗小于0.5 dB,移相误差小于5°,其中在5 GHz带宽范围内,移相误差小于1°。提出的平面型移相器,加工容易,成本低,便于系统集成化,在太赫兹相控阵系统中具有广泛的应用前景。

输电线路气象风险精细化建模及气象灾害的在线预警防御策略

气象因素在输电线路稳定运行中起着重要作用,在评估风险时应予以考虑。为此,提出一种输电线路气象风险预警及防护方法。该方法考虑时空发电预测、设备健康和可靠性评估以及概率负荷预测等方面对气象风险进行精细化建模,并基于气象危害、电网脆弱性和灾后恢复成本提出一种新的风险度量标准。此外,针对负荷中断恢复以及缓解用电拥堵,提出一种气象灾害的在线预警防御策略。最后,在案例中对所提出的方法和策略进行测试分析,其结果可以验证方法和策略的有效性。