Cu-P系稀土耐候钢中最佳稀土含量的研究

利用光学显微镜、图像分析仪和电子探针对低氧低硫的10PCuRE耐候钢板坯进行了观察和检测,采用干-湿周浸室内加速试验方法测得了试验钢的腐蚀率.用电化学方法测得了带锈样的阳极极化曲线.研究得出对于S:～0.004%,O:～0.002%的10PCuRE耐候钢,最佳稀土含量为0.0065%～0.012%,此稀土含量对非金属夹杂物的变质作用和耐蚀性能的提高最为有利.     

Cerium hybrid silica coatings on stainless steel AISI 304 substrate

AISI 304 Stainless Steel is widely used in different industrial fields because of its mechanical and corrosion properties. However, its tendency to corrosion in presence of halide ions limits the applications. One strategy to improve the corrosion resistance is the use of coatings barriers containing corrosion inhibitors in their formulation. The lanthanides present attractive green and corrosion properties for the substitution of chromates, which are the most common substances used as corrosion protection. However, these compounds are highly toxic, and an intense effort is being undertaken to replace them. Cerium is a good alternative because of its relatively low cost and abundance. It fulfils the basics requirements for being considered an alternative inhibitor: the ions form insoluble hydroxides and they present low toxicity. Inorganic and hybrid sol-gel coatings have been developed to increase the corrosion resistance of metals and they provide an excellent vehicle for the incorporation of secondary phases including particles and metal ions as cerium ions. The aim of this work was to study the influence of the incorporation of cerium ions in hybrid silica sol-gel coatings deposited on AISI 304 stainless steel as substrate as a potential replacement of chromate treatments. This system should combine the barrier protection effect of silica coating with the corrosion inhibitor effect of the cerium ions inside the coatings. After 7 days of immersion in NaCl, coated substrates showed lower current densities than the bare steel, although the coatings produced from Ce (III) salts experience a slight weakening in time and those obtained from Ce (IV) chemicals evidence an enhance in the coating performance, probably due to the plugging of corrosion products in the defective areas of the film.     

Stainless steel capillary columns for high temperature gas chromatography

A layer of elemental silicon has been deposited on the surface of stainless steel tubing by means of chemical vapor deposition (CVD). Two kinds of capillary column were prepared from the deactivated tubing: cross-linked, silanol-terminated polydime-thylsiloxane wall coated open tubular (WCOT) columns and molecular sieve 13X porous layer open tubular (PLOT) columns. Unlike fused silica capillary columns, stainless steel WCOT and PLOT columns can be operated at temperatures in excess of 400°C. High temperature simulated distillation has been performed successfully with a macro bore WCOT column and rapid PNA (paraffin, naphthene, and aromatic) analysis with a multidimensional gas solid chromatographic (GSC) system using PLOT columns.     

Mass spectrometric diagnosis of the surface nitriding mechanism in a d.c. glow discharge

Reactive constituents have been investigated in a molecular beam generated in the cathode surface glow area and surface boundary layer. Mixtures of nitrogen and hydrogen form NH_x(x=0–4) compounds, which are of relevance in heterogeneous, plasma vs. metal nitriding reactions. Ammonia decomposition leads to NH_x(x=2–4). Strong cataphoretic enrichment of hydrogen has been observed in the cathode glow area. Heterogeneous reactions of NH_x with iron lead to the formation of iron nitrides via intermediates such as FeNH_2–3. In a pulsed d.c. glow discharge, increased sputtering and decreased hydrogen enrichment have been observed.     

Preparation of Fe/B powders by mechanical alloying

Steels with a high boron content are valuable as a neutron shield in waste containers and as control absorbers in nuclear reactors. The purpose of this study was to obtain by mechanical alloying an iron powder with 50% boron (by weight) and then powder-metallurgy materials. The elementary powders were mixed in a high-energy mill for 36 h in an inert atmosphere. Samples were withdrawn at intervals, and the powder was characterized by differential thermal analysis, X-ray diffraction and electron microscopy. The Fe/B powders withdrawn at different intervals of milling were diluted with further additions of iron up to a final content of 10% boron. The mixtures were uniaxially compacted at 500 MPa; their green density was verified, and they were sintered in argon at 1150°C. Their physical properties (density and dimensional change) and bending strength were evaluated and microstructural studies and fracture tests were performed.     

Electrocatalytic properties of surface oxides on gold,platinum, and stainless steel electrodes in electrooxidation of malic acid

Electrocatalytic properties of oxides formed at gold, platinum, and stainless steel electrodes in the malic acid electrooxidation in 0.1 M Na₂SO₄ are studied. Gas chromatographic analysis of the electrolyte after holding the potential at 1.0 V for 8 h shows that on platinum and gold electrodes 2 mmol of acetaldehyde are produced and on stainless steel, 45 mmol. The acetaldehyde yield is the highest on stainless steel.From Elektrokhimiya, Vol. 41, No. 3, 2005, pp. 304–309.Original English Text Copyright © 2005 by Avramov Ivi, Popi, Antonovi.This article was submitted by the authors in English.     

软土地基上桩-土-高层结构体系动力特性的振动台试验

为了研究软土地基上桩?土相互作用对高层结构动力特性的影响机理,设计了1：6比例的高层结构?桩?土动力相互作用体系,进行了软土地基上框架结构的模型振动台试验。试验采用层状剪切盒模拟土体的边界,锯末和砂土的混合物作为地基土、以12层钢筋混凝土框架结构模拟上部结构,基础采用3×3群桩基础。通过对比考虑土?结构相互作用（SSI）框架模型和刚性地基框架模型的结构动力特性,总结出本试验中SSI效应对高层框架结构的动力特性影响规律：土体对地震动存在显著的过滤作用,放大土体基频附近的振动,且放大幅度随地震动的加强而减小;小震时土体对加速度峰值起放大作用,而在大震时起减小峰值的作用;考虑SSI效应后,结构的频率降低,阻尼比提高,结构的损伤出现得更晚,发展也更慢。在土体频率处,SSI体系的振型受土体影响显著;在远离土体频率处,SSI体系振型与刚性地基一致。     

CFRP-钢管-CFRP复合钢管约束海砂混凝土短柱轴压试验

以钢管壁厚、钢管屈服强度、碳纤维增强聚合物(carbon fiber reinforced polymer, CFRP)层数和位置、混凝土强度等为研究参数,进行19根CFRP-钢管-CFRP复合钢管约束海砂混凝土短柱的轴压试验,分析试件破坏模式、荷载-应变曲线、结构承载力等,并讨论现有算法对承载力计算的适用性.研究结果表明：内外壁CFRP与钢管的组合对核心混凝土有良好的复合约束作用,可大幅提高结构承载力;钢管内外壁张贴CFRP后,其结构破坏模式由剪切破坏变为腰鼓破坏;钢管最先开始屈服,CFRP层数决定纤维布的断裂宽度和分布;荷载-应变曲线在强化阶段呈明显线性上升特性,二次刚度由CFRP层数决定;与外壁张贴CFRP试件相比,内壁张贴CFRP试件的结构承载力更大.     

钢管混凝土组合柱耐火性能对比分析

采用非线性有限元软件ABAQUS对方钢管混凝土柱、复式钢管混凝土柱、内嵌十字型钢钢管混凝土柱和4腔钢管混凝土柱4种钢管混凝土组合柱开展火灾下的力学分析,并采用相关实验数据进行验证.分析不同荷载比下钢管混凝土组合柱的温度场、位移-时间曲线、截面内力重分布等.结果表明：内嵌型钢(钢管)有助于提升柱体的轴向刚度,钢管混凝土组合柱的破坏模态表现为压缩鼓曲破坏;低荷载比下内嵌钢管允许方钢管发生更高的温度材性劣化,进而提升了柱体的耐火性能,火灾荷载比越小,提升效果越显著.     

高层建筑外附雨篷的表面风压和气动力系数

采用风洞试验方法研究高层建筑外附雨篷的风压特征,分析风压系数、风压相关性、非高斯性和整体升力系数随风向角的变化,给出围护结构的设计风压,最后研究倾角和出挑长度对整体力系数的影响. 研究发现,高层建筑外附雨篷上表面风压系数在正迎风时最大值接近1.4,系气流受到后方高层建筑的阻挡下翻导致;上、下表面的最大整体压力系数出现正迎风情况,最大值分别为1.24和0.76;上、下表面的最大整体升力系数出现侧风面,最大值分别为1.13和1.01;上下叠加后测点风压的非高斯性比单表面增强;上表面和下表面的升力系数在0°~70°风向呈现高斯分布,在80°~180°风向呈现较强的非高斯分布;高层建筑外附雨篷上表面的极值正压大于下表面;雨篷整体升力系数按照倾角-10°、0°、10°依次递增.