三轴移动载荷对半刚性路面性能影响分析

为研究多轴车辆移动载荷对半刚性路面性能影响规律,针对半刚性路面的特点,依据弹性层状体系理论,将半刚性路面的沥青层、半刚性基层、半刚性底基层及土基层按线弹性考虑,建立了半刚性路面的三维有限元分析模型,分析了车辆三轴移动载荷对半刚性路面性能影响。结果表明,3轴载荷作用下路面应力变化与车辆轴数有关,当车桥依次驶过路面时,路面应力出现3次突变,沥青层三向压应力、半刚性基层和底基层的垂直压应力、横向拉应力和水平拉应力均增大,最大拉应力出现在半刚性基层和底基层结合处;前轴驶过时轮迹带中心区域各层的横向剪应力最大,后轴驶过时轮迹带边缘区域各层的横向剪应力最大,最大值出现在沥青层底部;中轴驶过时路面各层的水平剪应力最大,最大值也出现在沥青层底部。因此,设计路面结构时,半刚性基层和半刚性底基层应选取抗弯和抗拉强度较高的材料,并应加强沥青面层的抗剪强度。     

汽车超载行驶对简支梁桥振动响应的影响分析

针对汽车超载行驶对简支梁桥振动响应的影响,建立了梁桥与行驶的多轴汽车相互作用系统模型.选取了三种不同的汽车荷载进行了数值计算,模拟了不同车速时汽车超载对梁桥的振动响应,得出了梁桥跨中位移的时程曲线,并分析了汽车超载对冲击系数的影响.研究结果表明:汽车超载会加大简支桥梁的振动响应,对桥梁跨中动位移的影响呈线性比例增加趋势,但两者增大的比例不一致,重车超载所产生的效应增大比例较大;对冲击系数的影响与车型的不同和车速变化有关,超载的增加与冲击系数增大的比例不一致,且超载的增加不一定导致冲击系数的增大.     

带谐波抑制策略的三电平脉冲整流器仿真研究

以城轨牵引供电系统中网侧变流器为研究对象,根据单相三电平脉冲整流器等效数学模型,应用瞬态电流控制策略,加入中点电位平衡策略,给出控制策略数学模型和控制方程.并根据脉冲整流器低次谐波消除原理,对该控制策略下,加入整理器低次谐波消除策略前后,脉冲整流器网侧和直流侧输入输出状态进行仿真研究.     

Guaranteed transient performance based control with input saturation for near space vehicles

This paper describes the design of guaranteed transient performance based attitude control for the near space vehicle(NSV)with control input saturation using the backstepping method.To improve the robust controllability of the NSV,the parameter adaptive method is used to tackle the integrated effect of unknown time-varying disturbance and control input saturation.Based on the backstepping technique and parameter estimated outputs,a robust attitude control scheme is proposed for the NSV with input saturation.A novel robust attitude control scheme is then proposed based on a prescribed performance bound(PPB)which characterizes the convergence rate and maximum overshoot of the attitude tracking error.The closed-loop system stability under both the developed robust attitude control schemes is proved using Lyapunov’s method and uniformly asymptotical convergence of all closed-loop signals is guaranteed.Finally,simulation results are given to show the effectiveness of both the proposed robust constrained attitude control schemes.     

省级地震应急快速响应系统建设

省级地震应急快速响应系统是以GIS 10.2.2软件为技术平台,结合C#编程构建的、实用化的、面向市县地震局应用的地震快速评估系统.通过系统的开发建设,充实和完善地震应急基础数据库,实现基础数据展示、地震灾害快速评估、评估报告自动产出、专题图自动生成等重要模块的功能,为防震减灾信息化建设工作提供有力支撑.     

轧制力传感器模态与瞬态仿真分析

为满足轧机振动测试的需求,对自行设计的小型轧机的轧制力传感器进行模态和瞬态仿真分析.将轧制力传感器的分析简化为对敏感元件的分析,建立仿真分析的模型,为接近轧机的实际工作受力情况,模态分析施加定载荷,而瞬态分析施加随时间变化的载荷.仿真结果表明,轧制力传感器的各阶振动频率均远高于轧机设备的固有频率,轧制力传感器的结构不会与轧机产生共振;敏感元件关键点的位移响应与轧制力函数载荷的变化基本一致,均没有激振现象的发生,说明敏感元件的设计符合轧机振动测试的要求.     

车辆荷载作用下贝雷梁钢便桥动态响应数值仿真分析

以现代抢险救灾常用的贝雷梁钢便桥作为研究对象,采用ANSYS对其建立空间整体有限元模型,运用瞬态分析方法,模拟车辆过桥的整个过程,分析贝雷梁钢便桥的动态响应.结果表明:双排贝雷梁不均匀承担荷载,内侧贝雷梁相对较大,尤其在中轴和后轴荷载作用时,内外贝雷梁竖向位移差异最大;双排贝雷梁侧向位移几乎相同,且在中轴和后轴荷载作用时最大;主要以侧向和竖向振动为主,且不可忽略侧向振动响应,轴向振动响应较小可忽略不计.     

电控柴油机分缸均衡控制算法及试验

柴油机各个气缸的进气量、喷油量、燃烧等存在差异,导致气缸间存在做功差异,直接影响柴油机转速的平稳性以及排放性能等。针对位置式电控柴油机,采用PI闭环控制,通过瞬时转速信号识别并计算各缸的工作差异,利用分缸均衡控制算法对油量进行补偿修正。试验结果显示低转速稳态工况转速波动由7 r/min降至3 r/min,各缸工作不均匀度由±5 r/min降至±2 r/min,在瞬态过程和高转速3 400 r/min时该算法仍然适用有效。     

Connecting parameters optimization on unsymmetrical twin-tower structure linked by sky-bridge

Based on a simplified 3-DOF model of twin-tower structure linked by a sky-bridge, the frequency response functions, the displacement power spectral density （PSD） functions, and the time-averaged total vibration energy were derived, by assuming the white noise as the earthquake excitation. The effects of connecting parameters, such as linking stiffness ratio and linking damping ratio, on the structural vibration responses were then studied, and the optimal connecting parameters were obtained to minimize the vibration energy of either the independent monomer tower or the integral structure. The influences of sky-bridge elevation position on the optimal connecting parameters were also discussed. Finally, the distribution characteristics of the top displacement PSD and the structural responses, excited by El Centro, Taft and artificial waves, were compared in both frequency and time domain. It is found that the connecting parameters at either end of connection interactively affect the responses of the towers. The optimal connecting parameters can greatly improve the damping connections on their seismic reduction effectiveness, but are unable to reduce the seismic responses of the towers to the best extent simultaneously. It is also indicated that the optimal connecting parameters derived from the simplified 3-DOF model are applicable for two multi-story structures linked by a sky-bridge with dampers. The seismic reduction effectiveness obtained varies from 0.3 to 1.0 with different sky-bridge mass ratio. The displacement responses of the example structures are reduced by approximately 22% with sky-bridge connections.     

响应曲面法优化河蚬发酵去腥工艺

采用生物发酵法对河蚬进行去腥处理,通过单因素试验研究酵母用量、发酵温度和发酵时间对去腥效果的影响,再运用响应曲面试验设计进行优化试验,确定最佳发酵去腥工艺条件。其最佳工艺条件为：以lOOg河蚬计,酵母2g、发酵温度36℃、发酵时间2h。