基于模糊理论的智能指数平滑行程时间预测算法

在指数平滑算法的基础上,结合模糊理论提出了一种基于模糊理论的智能指数平滑行程时间预测算法。该算法依据指数平滑法的预测误差构造模糊控制器来自适应控制平滑系数,从而自适应修正下一时期的预测值,提高行程时间的预测精度和智能化水平。最后通过实验验证了该算法的可行性、有效性。     

喉部长度和扩张角对离心压气机管式扩压器影响研究

  目的  为完成某小型燃气轮机用两级双转子对置式离心压气机设计,  方法  将Concepts NREC和Nu-meca软件相结合,对两级双转子对置式离心压气机气动设计和三维流场进行校核;叶轮选取0Cr17Ni4Cu4Nb材料,采用ANSYS软件在线弹性范围内分析及校核离心叶轮强度和振动特性。  结果  气动设计结果表明,在设计流量点,两级离心压气机总压比为7.97,绝热效率为80.39%,稳定裕度为17.2%。强度和振动分析结果表明,叶轮静强度满足材料强度要求;根据\     

汽车传动系统齿轮装置磨损的一种电测方法

论述了通过一种新型磁阻式传感器测量汽车传动系统齿轮装置润滑油中的磨损颗粒含量的方法，以达到在线监测传动系统齿轮装置磨损程度的目的。     

汽车用Fe-Mn-C系TWIP钢的性能研究

从两个方面研究了汽车用Fe-Mn-C系TWIP钢,一方面从生产工艺上,研究了退火热处理工艺对力学性能的影响,探讨了其工业生产的可行性;另一方面通过原位拉伸试验观察其变形过程中微观组织的变化,探讨了其高强度高塑性的微观机理.研究表明TWIP钢在拉伸变形过程中出现了多种变形机理的相互协调,即滑移带变形、孪生变形和切变带变形在不同的变形阶段起主导作用,因而使TWIP钢兼备高强度和高塑性.     

低地板轻轨车的"积木"式模块设计

以低地板轻轨车ＣＯＭＢＩＮＯ车体承载结构为实例，阐明了采用“积木”式模块设计的优点。     

X4K型集装箱专用平车的研制

介绍了X4K型集装箱专用平车的研制概况、主要技术参数、结构及试验情况。     

大型钢吊箱围堰的带荷载提升和下放施工技术

文章以天兴洲长江大桥为背景,介绍大型双壁钢吊箱围堰整体上浮及下放的施工方法,简述了上浮及下放施工的动力配置方法及围堰状态控制方法。     

A review of the effect of a/ W ratio on fracture toughness （Ⅲ） ——theoretical analysis

In part I and II of this series, experimental investigation in both EPFM and LEFM had been discussed. In this part, further theoretical analysis is given. The theoretical development of Two Parameter Fracture Mechanics by Hancock etc, has rationalized our experimental results. This method can be applied to engineering practice, and will allow the advantage of enhanced toughness for specimens with low levels of constraint to be taken into account for defect assessment.     

舰船全寿期配置管理及其编码映射技术研究

舰船全寿期各配置视图,既是全寿命优化设计的结果,又是实现舰船预期功能并保证这些功能有效实施的关键技术.为保证配置的唯一性和处理方便,配置是用各主要编码来表达的.本文所提出的各配置之间的算法乃是实现配置自动处理的基础.舰船全寿期配置管理是实现各配置视图生成、相互映射、配置更改及其状态跟踪技术的综合应用,亦是保证舰船质量和有效使用及全寿期信息共享的核心.     

Modelling and validation of coupled high-speed maglev train-and-viaduct systems considering support flexibility

This study presents a more realistic modelling of the maglev-based high-speed railway line in Shanghai, China. Focus is placed on an accurate simulation of the two subsystems: the train subsystem including the magnets and the viaduct subsystem including the modular function units of the rails. The electromagnet force–air gap model with a proportional-derivative (PD) controller is adopted to simulate the interaction between the maglev train via its electromagnets and the viaduct via its modular function units. The flexibilities of the rails, girders, piers and associated elastic bearings are all considered in the modelling of the viaduct subsystem to investigate their effects on an interaction between the two subsystems. By applying the proposed model to the Shanghai maglev line, the essential characteristics of the coupled system can be duly captured. The accuracy and effectiveness of the proposed approach are then validated by comparing the computed dynamic responses and frequencies with the measurement results. It is confirmed that the proposed modelling with a detailed simulation of the magnets and modular function units can duly account for the dynamic interaction between the train and viaduct systems. Moreover, the effects of the inclusion of the flexibilities of the rails, girders and elastic supports to the response of the coupled system are respectively investigated, the results of which prove that their involvements are essential to the accurate prediction of the response of the coupled maglev train–viaduct system.