静高压作用下纯铝凝固过程温度场的数值模拟

采用数值模拟的方法,研究了纯铝在静高压作用下凝固过程温度场的变化情况。首先建立了温度场的数学模型,根据压力与金属熔点的关系,将压力作用到凝固过程的温度场上。模拟结果表明:压力越大,纯Al开始凝固的时间越早;在凝固过程中,压力越大,对应的温度变化速度越快。     

Numerical Modeling of Oxidized 2D C/SiC Composites in Air Environments Below 900 °C: Microstructure and Elastic Properties

A numerical model is presented for simulation of the oxidation-affected behaviors of two dimensional carbon fiber-reinforced silcon carbide matrix composite (2D C/SiC) exposed to air oxidizing environments below 900 °C, which incorporates the modeling of oxidized microstructure and computing of degraded elastic properties. This model is based upon the analysis of the representative volume cell (RVC) of the composite. The multi-scale model of 2D C/SiC composites is concerned in the present study. Analysis results of such a composite can provide a guideline for the real 2D C/SiC composite. The micro-structure during oxidation process is firstly modeled in the RVC. The elastic moduli of oxidized composite under non-stress oxidation environment is computed by finite element analysis. The elastic properties of 2D-C/SiC composites in air oxidizing environment are evaluated and validated in comparison to experimental data. The oxidation time, temperature and fiber volume fractions of C/SiC composite are investigated to show their influences upon the elastic properties of 2D C/SiC composites.     

TC11钛合金中α'相和α'相的组织演变和显微硬度

研究了TC11钛合金中α"相和α'相的显微组织转变和显微硬度。金相显微组织观察和X射线衍射分析的结果表明： 随着固溶温度的提高α"相逐渐向α'相的晶体结构转变,α相、α"相和α'相的显微组织演变规律为：α+α",α+α"+α',α+α',α'。显微硬度测试的结果表明：在935~995℃固溶后显微硬度随着温度的提高先增大后减少,在985℃固溶后显微硬度达到峰值。综合分析显微组织影响合金显微硬度的机理：在935~985℃固溶后α'片层的厚度和间距变化的幅度小,β转变组织长大缓慢,在β转变组织中先后析出α"和α'相,随着固溶温度的提高α'片层的含量随之提高产生了相变强度效果,使其显微硬度提高;在985~995℃固溶后α'片层的厚度和间距明显增大,β转变组织变粗大,α"相消失,α'相的含量降低,相变强化的效果减弱,使β转变组织的显微硬度降低。     

洮河流域纳纳河山洪灾害临界雨量分析计算

临界雨量是指典型流域山洪、泥石流、滑坡等自然灾害“恰好”能够发生所对应的时段最小降雨量值。在《山洪灾害临界雨量分析计算细则》规定的基础上,经过实践摸索提出了综合分析临界雨量初值的几种方法,并以黄河支流洮河流域纳纳河为例,进行了临界雨量的分析计算。计算结果表明,所采用的分析计算方法对类似流域山洪泥石流临界雨量的分析计算具有借鉴意义。     

Analytical model of elastic modulus and coefficient of thermal expansion for 2.5D C/SiC composite

To make better use of 2.5D C/SiC composites in industry, it is necessary to understand the mechanical properties. A finite element model of 2.5D composites is established, by considering the fiber undulation and the porosity in 2.5D C/SiC composites. The fiber direction of warp is defined by cosine function to simulate the undulation of warp, and based on uniform strain assumption, analytical model of the elastic modulus and coefficient of thermal expansion (CTE) for 2.5D C/SiC composites were established by using dualscale model. The result is found to correlate reasonably well with the predicted results and experimental results. The parametric study also demonstrates the effects of the fiber volume fraction, distance of warp yarn, and porosity in micro-scale on the mechanical properties and the coefficients of thermal expansion.     

铁岭发电厂300MW机组DCS改造及协调控制系统投入

阐述了铁岭发电厂300MW机组DCS改造前设备存在的问题、改造的必要性以及改造的具体范围与内容，介绍了Ovation系统功能，总结了改进后的协调控制系统组态设计方案的特点和投入情况。     

多功能电力监测仪设计

介绍一种基于PICl6CXX系列单片机的MCU系统设计的多功能电力监测仪的功能与特点，软、硬件设计方案。并对各软件模块的功能作详细介绍     

无信号人行横道交通流特性的研究

考虑到行人穿越人行横道特点和心理因素,构建人行横道处机动车和行人相互干扰行为的元胞自动机模型。模型中重新制定行人和机动车的冲突干扰规则,引入临界安全间隙和临界决策间隙概念计算行人的通过概率,根据行人过街等待时间阈值定义了行人的冒险概率。模拟结果显示,临界决策间隙、行人忍耐时间阈值和行人的临界跟随间隙对机动车与行人流量均有不同程度的影响,其中行人的临界跟随间隙对交通流影响最大。     

A Novel Kind of Wideband Low-Profile Dielectric Resonator Antenna Suitable for Beam-scanning Applications

In this paper, a low-profile wideband dielectric resonator antenna(DRA) with a very compact planar size is investigated. The antenna consists of a high permittivity dielectric sheet on the top, a low permittivity substrate in the middle, and a probe feeding structure at the bottom. By digging an annular slot in the designated area of the square dielectric sheet, the resonant frequency of fundamental TE111 mode can be effectively increased to be close to the high-order TE131 mode. The two modes c...     

构筑物水池裂缝宽度计算方法的探讨

在钢筋混凝土水池设计中,构件除了满足强度要求,更应满足正常使用极限状态的裂缝宽度控制要求。而在最大裂缝计算中,按照不同规范计算出来的最大裂缝值均不相同。本文从4个不同规范裂缝宽度计算角度出发,结合美国规范来探讨构筑物水池的正常使用极限状态裂缝控制,并提出相应的观点来指导工程设计。