快速调匝式消弧线圈及接地选线一体化装置研究

文章分析了自动调谐消弧线圈现状及存在的问题,提出并实现了采用主从式结构的快速调匝消弧线圈、预调与随调相结合的调谐方式以及单相接地故障选线原理,并详细阐述了它的工作方式和软硬件设计。电网正常运行时监测系统对地电容变化,对地电容发生变化时精确计算电容电流,接地故障时进行全补偿消弧,并给出选线结果。从消弧线圈具有16档细调功能,故障时投入可以精确补偿系统对地电容电流,补偿精度达到1安培以内。模拟试验表明这种新型快速调匝式消弧线圈能够有效地熄灭电力系统发生的各种单相接地电弧,并可以进行正确选线,它的推出将大大提高中压配电网的运行可靠性。     

基于dsPIC30F的电能质量监测装置

介绍了一种以dsPIC30F为核心的新型电能质量检测装置及其软硬件的设计。该装置可完成国标规定的电能质量指标的测量，并有数据显示、存储、通信和简单录波等功能。文章分析了电压波动和闪变的检测算法。目前，该样机已经基本设计完成，运行结果已经基本达到要求。     

CFRP加固钢结构的现状与展望

碳纤维增强复合材料(CFRP)目前在国内外已广泛用于土木工程领域,特别是在加固混凝土结构中已取得良好效果,但在钢结构加固中尚处于起步阶段.近年来的研究表明,CFRP加固钢结构也显出一定的效果.本文对国内外CFRP加固钢结构的研究现状与进展进行了全面的回顾与展望.     

板坯传热二冷动态控制模型的有限体积法

阐述了时空有限体积法的基本思想，应用其方法，以钢水的凝固过程为多元系相变的实际为出发点，建立了连铸板坯凝固传热的二冷动态控制模型，求得表面温度的分布，表面温度、二冷区各段水量随拉速的变化关系。模型的模拟数据和现场实测数据吻合良好。算法对连铸过程中拉速的变化具有良好的适应能力，拉速引起的表面温度波动很小，能可靠地反映浇注条件频繁发生变化的实际连铸坯的凝固传热过程。     

MLS‐based variable‐node elements compatible with quadratic interpolation. Part I: formulation and application for non‐matching meshes

Two‐dimensional variable‐node elements compatible with quadratic interpolation are developed using the moving least‐square (MLS) approximation. The mapping from the parental domain to the physical element domain is implicitly obtained from MLS approximation, with the shape functions and their derivatives calculated and saved only at the numerical integration points. It is shown that the present MLS‐based variable‐node elements meet the patch test if a sufficiently large number of integration points are employed for numerical integration. The cantilever problem with non‐matching meshes is chosen to check the feasibility of the present MLS‐based variable‐node elements, and the result is compared with that from the lower‐order case compatible with linear interpolation. Copyright © 2005 John Wiley & Sons, Ltd.     

The intrinsic XFEM: a method for arbitrary discontinuities without additional unknowns

A new method for treating arbitrary discontinuities in a finite element (FE) context is presented. Unlike the standard extended FE method (XFEM), no additional unknowns are introduced at the nodes whose supports are crossed by discontinuities. The method constructs an approximation space consisting of mesh‐based, enriched moving least‐squares (MLS) functions near discontinuities and standard FE shape functions elsewhere. There is only one shape function per node, and these functions are able to represent known characteristics of the solution such as discontinuities, singularities, etc. The MLS method constructs shape functions based on an intrinsic basis by minimizing a weighted error functional. Thereby, weight functions are involved, and special mesh‐based weight functions are proposed in this work. The enrichment is achieved through the intrinsic basis. The method is illustrated for linear elastic examples involving strong and weak discontinuities, and matches optimal rates of convergence even for crack‐tip applications. Copyright © 2006 John Wiley & Sons, Ltd.     

A spline wavelet finite‐element method in structural mechanics

The wavelet‐based methods are powerful to analyse the field problems with changes in gradients and singularities due to the excellent multi‐resolution properties of wavelet functions. Wavelet‐based finite elements are often constructed in the wavelet space where field displacements are expressed as a product of wavelet functions and wavelet coefficients. When a complex structural problem is analysed, the interface between different elements and boundary conditions cannot be easily treated as in the case of conventional finite‐element methods (FEMs). A new wavelet‐based FEM in structural mechanics is proposed in the paper by using the spline wavelets, in which the formulation is developed in a similar way of conventional displacement‐based FEM. The spline wavelet functions are used as the element displacement interpolation functions and the shape functions are expressed by wavelets. The detailed formulations of typical spline wavelet elements such as plane beam element, in‐plane triangular element, in‐plane rectangular element, tetrahedral solid element, and hexahedral solid element are derived. The numerical examples have illustrated that the proposed spline wavelet finite‐element formulation achieves a high numerical accuracy and fast convergence rate. Copyright © 2005 John Wiley & Sons, Ltd.