玻璃钢管道的特点,设计原理及选用时的注意事项

本文旨在通过对玻璃钢管道及其标准的发展历史、产品特点、基本设计原理、质量影响因素及选用时应注意的事项等方面的介绍，使用户与工程设计人员对该产品有一个比较全面的了解，以便更好地选用并受益于这种管材。     

An investigation of pore cracking in titanium welds

Two welded Ti-6A1-4V pressure vessels leaked prematurely in service. The leaks were caused by cracks emanating from weld porosity. The cracks originated during fabrication, with subsequent growth in service leading to the formation of the leak paths. Pore cracking is thought to be caused by a mechanism that involves both sustained-load and cyclic contributions, with the former being the more prominent. It is shown that the tendency for cracking is influenced by pore position and that pore size is not a deciding factor in that regard. The factors that govern pore cracking are discussed, and the possible role of interstitial embrittlement is assessed.     

The chloride stress-corrosion cracking behavior of stainless steels under different test methods

Chloride-induced stress-corrosion cracking (SCC) is one of the failure modes of stainless steels. Highly alloyed austenitic stainless steels S32654, S31254, and N08028, and duplex grades S32750 and S31803 possess much improved resistance to SCC compared with S30400 and S31600 steels. With the development of a database, SSData, experimental data collected from calcium chloride tests, autoclave tests, and drop evaporation tests were evaluated. Stress-corrosion cracking data generated by autoclave tests agreed well with the practical service conditions and can be used to discriminate alloys for SCC resistance in sodium chloride solution. Drop evaporation test data can be used in situations where evaporation may occur and cyclic loading may be involved. The SCC resistance of alloys under each method increased with increasing molybdenum equivalent Mo + 0.25Cr + 0.1Ni. For a given alloy, the testing result depends on the stress state and environment; different test methods can give different ranking orders concerning SCC resistance. The performance of duplex stainless steels in a chloride-containing environment at higher temperatures was not as good as expected when dynamic loading was involved.     

非圆弧拱坝温升与温降荷载组合的比较

列举了在径向水压力与温升或温降两种荷载组合下圆弧拱与5种非圆弧拱的拱坝多拱梁法分析成果,从位移、应力、岸坡稳定性等方面作了比较。对于两种荷载组合下了解、掌握各类拱的拱坝特性提供了充实的资料,在此基础上,提出了温降组合一般起控制作用的见解     

圆锥形零件冲压变形与成形载荷的分析

由于悬空侧壁部分的变形状态是圆锥形零件成形的关键，而径向拉应力是实现悬空部分成形的必要条件，同时也是该部分冲压成形成败的关键为此，经力学分析得出了侧壁部分径向拉应力的解析式和造成圆锥形零件破裂的最大径向拉应力的计算式。同时分析了圆锥形零件的成形载荷。     

采用荷载平衡的概念表达预应力度及在初步设计中的应用

利用荷载平衡法的概念，将预应力度用等效荷载与外荷载的比值表达，设计可利用其比值确定预应力度，便其更简捷，明确，同时，提出了预应力度的真实值问题。     

Visual C++与Fortran混合编程及Matcom绘图在空调负荷计算软件中的应用

介绍利用VC与Fortran进行混合编程，将Visual C 程疗从DOS环境下移植到期Windows环境下，并利用Matcom对数据进行可视化的方法。     

浅谈多层建筑的斜屋面结构设计

多层建筑的斜屋面结构，应建立合理的结构模型，选用合理的结构方案，在采用结构软件设计时，一定要正确采用倾斜构件沿水平或垂直方向的荷载。     

基于点对点通信的变电站自动化系统双总线通信方案

文中提出并实现了一种基于点对点通信、按功能组织的分层分布双总线通信方案。通过引入镜像节点、总线负荷均衡等技术，使该方案可灵活高效地实现分布自动化功能和信息局部整合，并消除了分层通信对系统通信可靠性和速度的影响，同时，定量分析了该通信方案的可靠性。此通信方案已在部分变电站得到实际应用，并取得了理想效果。     

改进灰色神经网络模型在电量预测中的应用

研究过程中分析比较了人工神经网络和灰色模型的优缺点,尝试将人工神经网络模型与改进灰色模型进行有机结合,从而提出了改进灰色神经网络模型。新的耦合方式发挥了灰色预测方法中累加生成的优点,便于神经网络进行训练,又避免了灰色预测方法带来的误差,提高了预测精度,是一种新的有益探索;为实际工程应用提供了重要的参考。