自升式海洋钻井平台锁紧装置液压系统

针对自升式海洋钻井平台锁紧装置,讨论其构成,对作为驱动装置的液压系统进行设计并作出原理图,运用solidworks和3D Studio Max软件对锁紧装置进行建模仿真.锁紧装置液压系统的设计主要采用比例阀控制的同步回路和用顺序阀的顺序动作回路来分别实现液压缸的同步运动以及顺序动作.     

基于“U”形转子空调风机单相永磁同步电动机

研究一种"U"形转子的空调风机单相永磁同步电动机,通过合理设计,使得单相永磁同步电动机与同容量的单相异步电动机的材料成本基本相同,效率大幅提高,实现了电机的高性价比.     

激光等离子体相互作用的能量吸收机制

基于激光等离子体交互作用的能量吸收机制建立了数学模型,采用PIC方法研究非均匀短脉冲强激光入射到均匀分布的稠密等离子体时的能量吸收机制.对比研究了J×B加热、共振吸收、真空加热三种能量吸收机制,以期找到最适合等离子激光复合熔积成形数值模拟能量吸收机制.     

基于Hoek-Brown准则的深部岩体力学参数及其应用

基于Hoek-Brown经验强度准则,采用最小二乘法拟合出岩体力学强度参数,并与H-B_02ed推荐的等面积拟合结果进行对比,结果发现两种拟合方法得出的岩体内摩擦角数值相差很小,但等面积拟合法得出的黏聚力强度远高于最小二乘拟合法。将两种强度参数拟合结果应用于深部矿体开采的数值模拟,发现采用最小二乘拟合法的岩体强度参数其模拟结果更接近工程实际。该方法对深部岩体力学参数的确定具有一定的借鉴意义。     

Vehicle Dynamics Modeling and Simulation for ACC

A 7 degree-of-freedom (DOF) 4 wheels vehicle dynamics model based on Matlab-Simulink is established,and 7 DOF vehicle dynamics equations in the form of nonlinear state-space standards are given.The characters of the electronic throttle and the active braking system have been analyzed.And the electronic throttle model and the active braking system model are built according to the test results respectively.Off-line simulation results indicate that the model is suitable for the vehicle adaptive cruise control ...     

风力发电机组风轮建模和仿真研究

对风力发电机组风力机的重要部件风轮进行了仿真分析和研究.首先进行风速的模拟,然后在数学模型的基础上建立风轮Matlab仿真模型.风轮仿真分析分别按照空载和负载情况进行,得出并分析不同风速下的风轮功率、转矩、转速曲线,进而分析了风速突变情况下的风轮输出特性.     

烟气冷凝热能回收利用装置烟气流动方式优化研究

烟气冷凝热能回收利用装置中烟气的分布与流动对换热起着重要作用,为优化烟气冷凝热能回收利用装置,保证烟气能够在装置中分布均匀、充分换热,分别设计两种烟气流动方式,采用CFD软件Fluent模拟了烟气冷凝热能回收利用装置中的流场及温度场,并将其分别应用于实际工程进行现场实测.结果表明,采用渐变断面设计的烟气流动方式,烟气在换热面上分布更均匀,更有利于强化换热,阻力更小,节能率比采用等高断面最大可提高3.25%,可有效降低和消除噪音.     

桥梁大体积混凝土浇筑过程的温度场及温度应力

桥梁大体积混凝土质量控制的一个重要方面是温度控制,本文通过对宁波甬江特大桥承台大体积混凝土在施工过程中的温度场与温度应力进行仿真分析,计算了大体积混凝土内部温度场及仿真应力场,从而采取了相应温控措施,并对分析计算结果与实测结果进行对比分析,表明该温控措施有效地控制了混凝土的最高温升和内外温差,对类似工程具有一定的借鉴作用．     

Integrated reliability or travel time and capacity or urban road network under ice and snowfall conditions

In order to evaluate and integrate travel time reliability and capacity reliability of a road network subjected to ice and snowfall conditions, the conceptions of travel time reliability and capacity reliability were defined under special conditions. The link travel time model (ice and snowfall based-bureau public road, ISB-BPR) and the path choice decision model (elastic demand user equilibrium, EDUE) were proposed. The integrated reliability was defined and the model was set up. Monte Carlo simulation was used to calculate the model and a numerical example was provided to demonstrate the application of the model and efficiency of the solution algorithm. The results show that the intensity of ice and snowfall, the traffic demand and supply, and the requirements for level of service (LOS) have great influence on the reliability of a road network. For example, the reliability drops from 65% to 5% when the traffic demand increases by 30%. The comprehensive performance index may be used for network planning, design and maintenance.     

Numerical analysis on thermal regime in double-loop channel inductor

In order to investigate the temperature distribution, a three-dimensional finite element model (FEM) was developed to simulate the temperature regime in the channels of double-loop inductor, and the simulated results were compared with experimental data from low load trials of a 400 kW inductor. The results of numerical simulations, such as the temperature and Joule heating rate, show reasonable correlation with experimental data. The results indicate that Joule heating rate and the temperature reach the maximum at the corners and the minimum at the centre of the cross-section area. The temperature difference between the inlet and outlet is in an inverse proportion to mass transport. Joule heating rate and the temperature are directly proportional to power frequency. It is concluded that mass transport and power frequency play a critical role in determining the temperature regime and Joule heating rate, the relative permeability of the magnetic core shows no significant influence on temperature regime and Joule heating rate, when the relative permeability varies from 5 000 to 10 000.