桥梁混凝土水管冷却温度场有限元分析

针对混凝土水管冷却温度场的计算问题，分析了当前冷却水管有限元分析的主要方法，对多重网格法进行有效的处理，从而在不增加计算时间的前提下能更准确地计算出水管冷却温度场。基于这种处理方法，结合通用软件ANSYS对某高墩大跨刚构桥桥墩混凝土水管冷却温度场进行了仿真分析，计算结果与实测数据比较表明该方法计算精度是较高的。     

Evaluation of added resistance in regular incident waves by computational fluid dynamics motion simulation using an overlapping grid system

A computational fluid dynamics simulation method called WISDAM-X was developed to evaluate the added resistance of ships in waves. The Reynolds-averaged Navier–Stokes (RANS) equation was solved by the finite-volume method and a MAC-type solution algorithm. An overlapping grid system was employed to implement rigorous wave generation, the interactions of ships with incident waves, and the resultant ship motions. The motion of the ship is simultaneously solved by combining the solution of the motion of the ship with the solution of the flow about the ship. The free surface is captured by treatment by the density-function method. The accuracy of WISDAM-X is examined by a comparison with experimental data from a container carrier hull form, and shows a fairly good agreement with respect to ship motion and added resistance. Simulations were also conducted for a bow-form series of a medium-speed tanker to examine the effectiveness of the WISDAM-X method as a design tool for a hull form with a smaller resistance in waves. It was confirmed that the WISDAM-X method can evaluate the added resistance with sufficient relative accuracy and can be used as a design tool for ships.     

船体三维网格的自动生成算法及其图形用户界面的设计

本文介绍的三维湿表面网格的自动生成算法,不但可完成型值表各站型线的等弧长插值拟合,而且能够在沿船长方向的任意位置上进行站的加密和插值,从而自动生成三维湿表面网格。该算法的实现依赖于一套完整的图、形用户界面。此界面用Ｕｎｉｘ平台的Ｍｏｔｉｆ、Ｃ和ＧＬ编制,友好灵活,方便易用。     

基于感应滤波的电力推进船舶电网谐波抑制

为研究谐波抑制方法在电力推进船舶电网中的应用,提出了一种基于感应滤波方式,同时具有自耦补偿和谐波抑制作用的新型推进变压器结构。该变压器二次侧采用延边三角形接线,它将传统滤波和无功补偿装置移至绕组内部且公共绕组的等效短路漏电感为零设计,使船舶大功率变流设备在电能变换过程中产生的谐波源无法进入交流网侧,有效地抑制了谐波对船舶电网的污染。对比船舶电网传统滤波方法,对新型推进变压器的结构设计,滤波原理进行了介绍,并分别对基于新型和传统推进变压器的6相交直交推进方式船舶电力系统进行了SIMU-LINK仿真,仿真结果的电流波形和电流频谱验证了方案的正确性和可行性。     

Tangential force variation due to the bogie direction reversal procedure

A range of tangential forces is generated within the contact patch when a wheelset moves on the rail. These forces are intensified when incorporating curved tracks and motored axle rail vehicles [Arrus, P., de Pater, A.D. and Meyers, P., 2002, The stationary motion of a one-axle vehicle along a circular curve with real rail and wheel profiles. Vehicle System Dynamics, 37(1), 29–58]. The wheelset is subject to flange contact if an unbalanced force remains in a curve towards the high rail gauge face. The resultant force in the transverse direction includes the lateral force, the radial force, and the creep forces in addition to the effect of the frequent wheelset displacement due to the kinematic oscillation [Iwnicki, S., 2003, Simulation of wheel–rail contact forces. Fatigue Fracture Engineering Material Structure, 26, 887–900]. This article has focused on a potential variation in some of the forces cited when the wheelset is subject to backward and forward movements. A severe wear rate observed within the wheel flange region in Iranian Railways was investigated by operating a test bogie on a curvaceous track. An obvious improvement in the wear rate and wear pattern of the wheels was attained when the second test bogie encountered a bogie direction reversal procedure. This enhancement is considered in this article from the force analysis standpoint.     

“碗形”箱梁断面梁格法分析计算

近些年来，随着城市化进程的加快，我国越来越多的城市都新建了城市高架系统，另一方面，对于宽幅、异形断面箱梁，普通的单梁计算模型已经很难讲清楚主梁的受力模式，为此须建立空间模型加以验证。利用空间梁格模型对近年来常用的“碗形”断面连续箱梁进行了分析计算。     

电动汽车V2G关键技术研究综述

V2G(Vehicle-to-grid)技术能够优化能源效率,参与电网调度,促进电网的安全性、稳定性、可靠性和经济性。文章首先阐述了V2G的概念,其次从电动汽车储能应用研究、电动汽车可调度容量研究和电动汽车移动储能对于配网影响及其协同控制研究等三个方面,综述了国内外V2G技术的研究状况。最后介绍了国内外部分有关V2G的示范应用,并对V2G关键技术的国内外研究状况进行了总结。     

国内专用汽车发展现状浅析

文章阐述了我国专用汽车的发展概况,从专用汽车技术发展现状出发,分析了我国专用汽车发展中存在的问题以及发展趋势,并提出了相关建议.     

基于侧向推力矢量控制的防空导弹抗击TBM问题的研究

针对战术弹道导弹对防空侦察预警系统的合理部署进行了分析,计算出了反TBM防御系统拦截过程中的弹道预测及预定拦截点,为防空导弹火力单元提供较精确的TBM弹道诸元及落点预测值,基于侧向推力矢量控制对TBM实施拦截,达到末端有效抗击TBM的目的。     

隧道开挖中的应力旋转和裂隙塑性变形问题研究

通过对隧道开挖过程进行三维数值模拟,分析了隧道开挖过程中主应力方向的旋转变化,研究了主应力旋转与隧道裂隙塑性变形的关系,验证了"考虑应力主轴旋转的广义塑性原理"的正确性,并将数值模拟结果和相关试验成果进行了对比,得出了一致性的结论。研究结果表明,应力旋转基本在隧道开挖前后10 m左右的距离内完成,隧道开挖过程中的应力旋转可以引起裂隙塑性变形的突变,且对竖向和斜向裂隙的影响较大;可以根据应力旋转的变化规律合理地选择支护时机,依据应力旋转对裂隙的影响对隧道的重点部位进行超前加固。