On-line broken-bar fault diagnosis system of induction motor

Induction motor faults including mechanical and electrical faults are reviewed. The fault diagnosis methods are summarized. To analyze the influence of stator current, torque, speed and rotor current on faulted bars, a time-stepping transient finite element (FE) model of induction motor with bars faulted is created in this paper. With wavelet package analysis method and FFT method, the simulation result of finite element is analyzed. Based on the simulation analysis, the on-line fault diagnosis system of induction motor with bars faulted is developed. With the speed of broken bars motor changed from 1 478 r/min to 1 445 r/min, the FFT power spectra and the wavelet package decoupling factors are given. The comparison result shows that the on-line diagnosis system can detect broken-bar fault efficiently.     

Numerical Simulation of Dynamic Response and Collapse for Steel Frame Structures Subjected to Blast Load

The progressive collapse of steel frame structures under the blast load was investigated using LS-DYNA. The multi-material Eulerian and Lagrangian coupling algorithm was adopted. A flu-id-structure coupling finite element model was established which consists of Lagrange element for simulating steel frame structures and concrete ground, multiple ALE element for simulating air and TNT explosive material. Numerical simulations of the blast pressure wave propagation, struc-tural dynamic responses and deformation, and progressive collapse of a five-story steel frame structure in the event of an explosion near above ground were performed. The numerical analysis showed that the Lagrangian and Eulerian coupling algorithm gave good simulations of the shock wave propagation in the mediums and blast load effects on the structure. The columns subjected to blast load may collapse by shear yielding rather than by flexural deformation. The columns and joints of steel beam to column in the front steel frame structure generated enormous plastic defor-mation subjected to intensive blast waves, and columns lost carrying capacity, subsequently lead-ing to the collapse of the whole structure. The approach coupling influence between struc-tural deformation and fluid load well simulated the progressive collapse process of structures, and provided an effective tool for analyzing the collapse mechanism of the steel frame structure under blast load.     

Numerical Simulation of Dynamic Response and Collapse for Steel Frame Structures Subjected to Blast Load

The progressive collapse of steel frame structures under the blast load was investigated using LS-DYNA.The multi-material Eulerian and Lagrangian coupling algorithm was adopted.A fluid-structure coupling finite element model was established which consists of Lagrange element for simulating steel frame structures and concrete ground,multiple ALE element for simulating air and TNT explosive material.Numerical simulations of the blast pressure wave propagation,structural dynamic responses and deformation,and progressive collapse of a five-story steel frame structure in the event of an explosion near above ground were performed.The numerical analysis showed that the Lagrangian and Eulerian coupling algorithm gave good simulations of the shock wave propagation in the mediums and blast load effects on the structure.The columns subjected to blast load may collapse by shear yielding rather than by flexural deformation.The columns and joints of steel beam to column in the front steel frame structure generated enormous plastic deformation subjected to intensive blast waves,and columns lost carrying capacity,subsequently leading to the collapse of the whole structure.The approach coupling influence between structural deformation and fluid load well simulated the progressive collapse process of structures,and provided an effective tool for analyzing the collapse mechanism of the steel frame structure under blast load.     

分布式环境下基于多UIO 的测试序列生成方法

In developing distributed systems, conformance testing is required to determine whether an implementation under test （IUT） conforms to its specification. With distributed test architectures involving multiple remote testers, testing approaches may become more complicated because of issues known as controllability and observability problems. Based on a finite state machine （FSM） representation of the system＇s specification, this paper proposes a new method to generate a test sequence utilizing multiple UIO sequences. The method is essentially guided by the way of minimizing the use of external coordination messages and input/output operations. Experiments are given to evaluate the proposed method.     

一种确定型有穷自动机的化简算法及其实现

有穷自动机的化简是一个十分重要的问题,在等价的前提下,自动机的状态越少,意味着越节省软件和硬件资源。本文根据等价性原理,在等价类等概念的基础上,给出了确定型有穷自动机的最小化算法,并给出了该算法的程序实现。     

自组织临界性与森林火灾系统的宏观规律性

重点综述了中国森林火灾系统的宏观规律之一——— 自组织临界性 "的研究,包括:(1 )对中国 1 95 0年至 1 989年的真实森林火灾数据进行了分析,并发现了自组织临界性;(2)综合真实森林火灾系统所受到的外界因素(包括人为、环境、树种等),对经典森林火灾模型进行了修正,并构建了新模型;(3 )模拟了森林火灾模型的有限尺度效应,分析了它的实际意义     

环形容器内双扩散对流的数值模拟

通过数值模拟 ,研究了温度和浓度梯度为水平方向、内壁和外壁上的温度和浓度保持定值的竖直环形容器内的双扩散对流结构 ,其中浮升力之比N =GrS GrT=- 1 ,GrS 和GrT 分别为溶质格拉晓夫数和热格拉晓夫数 .首先对环形容器与矩形容器内的双扩散对流状况进行了比较 ;然后着重分析了在双扩散对流情况下竖直环形容器内壁面处的热 (溶质 )边界层以及平均传热 (质 )率Nu(Sh)随Le数的变化情况 .结果表明 ,溶质边界层的厚度随着Le数的增大逐渐减小 ,而热边界层随Le数的变化不大 ;与Sh数一直随Le数的增大呈明显的上升趋势不同 ,当Le>1 0后Nu数随Le数的变化趋于平缓     

Analysis and Simulation of Superplastic Sheet-Metal Bulging by Finite Element Method

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基于有限元分析的纳米级微进给平台设计

设计了一种利用弹性铰链作为预紧机构、高精度滚动导轨作为导向机构的单PZT驱动的微进给平台。利用有限元方法对微进给平台的结构和静、动态特性进行了研究。在静态特性中着重分析了微进给平台的静态刚度,得出整个动平台的工作平面上的刚度分布图。在动态特性分析中着重研究了微进给平台的模态振型、固有频率和谐波激励响应,得出了激进给平台在动态激振力作用下的特性。最后分析了微进给平台工作平面上静态刚度和动态刚度变化很大的原因,并提出一些改进的措施。     

利用辛几何构作non-Cartesion认证码

利用辛几何构作了一个non-Cartesion认证码，计算了它的参数；当编码规则按等概率分布选取时，求出了模仿攻击和替换攻击成功的概率．