Corrosion resistance of painted zinc alloy coated steels

Organic coating in combination with sacrificial metal coating is the most popular method of protecting steel strips against atmospheric corrosion. Experiences over the years have proven that such duplex coating systems are best suited for the coil industry for the long term corrosion protection of steel. The excellent corrosion resistance of such systems has been attributed to the synergy between the cathodic protection provided by the sacrificial coating of zinc alloys and the combined barrier resistance of the metal and organic coatings. Traditionally continuously hot dip zinc-coated steels are used for such applications. However, off late the quest for further extending the longevity of the coil coatings has led to the replacement of the zinc coating with a host of other hot dip zinc–aluminium alloy coatings such as Galvalume^®, Galfan^®, ZAM^®, SuperDyma^®, etc. Each of these metal coatings has its own unique metallurgical features in terms of flexibility, bonding, microstructure and electrochemical characteristics which may significantly influence the performance of the organic coatings applied over it. This paper looks into the various aspects of these features of the hot dip coatings on the corrosion performance of the pre-painted steel strips. For simplicity only polyester paint system, the work horse of the coil industry, is considered.     

冷轧企业热处理工序的优化配料装炉问题研究

针对冷轧薄板企业热处理工序的生产特点，研究了热处理工序的优化配料装炉问题，提出了在满足实际生产工艺等约束前提下的整炉配料和尾号混装配料方法。为解决混装配料问题的复杂性，给出了钢卷相似性参数的定义和相应的启发式求解方法。该配料方法在实际生产中得到了应用，并取得了良好效果。     

Comparison of the Effect of a Hydrocarbon Oil and a Terpene Tackifier on the Autohesion of Styrene-Butadiene Rubber

Blends of uncrosslinked styrene-butadiene rubber (SBR) with a terpene tackifier resin or a naphthenic oil have been characterized, and their autohesion and cohesion determined using a T-peel geometry. SBR/oil blends are homogeneous at all proportions, while SBR/resin blends, based on DSC and DMA analysis, undergo bulk phase separation at about 50% resin. However, migration of tackifier to the surface region is proposed at much lower resin contents. Compositions diluted with oil have autohesion similar to the neat SBR. This is attributed to compensating effects; although oil hastens self-bond formation by increasing chain mobility, this is nearly equally balanced by more facile chain separation during bond rupture. In short, oil-diluted compositions are soft and weak. On the other hand, SBR compositions containing small amounts of resin have high autohesion. Resin-diluted specimens deform easily at low strain, just as those containing oil, but intertwined chains of the former have greater resistance to separation, due at least in part to higher glass transition temperatures. It is proposed that autohesion is further enhanced by migration of tackifier to the surface. This causes SBR/resin compositions to be both soft and strong-a necessary condition for high autohesion.     

粘贴GFRP板加固钢筋混凝土梁加固程度探讨

研究了在钢筋混凝土构件受拉面上粘贴GFRP板材进行结构加固时的加固程度。参考钢筋混凝土理论对双筋矩形截面梁进行了正截面内力分析,得出了判别加固梁破坏形态的判别标准,并据此推导了避免超加固的最优板厚。     

玻璃纤维片材用于加固钢筋混凝土梁抗剪试验研究

本文通过对几根采用玻璃纤维布加固的混凝土梁进行的抗剪试验研究，分析了粘贴层数、预加荷载、粘贴角度、条带粘贴间距等对加固效果的影响。讨论并提出了可用于实际工程的设计公式。     

预应力碳纤维布加固钢筋再生混凝土梁受弯承载力研究

试验浇筑4组再生粗骨料掺量为0%、40%、70%、100%的钢筋再生混凝土梁,根据预应力碳纤维布拉断破坏和剥离破坏的界限加固量,每组对2根钢筋再生混凝土梁进行预裂破坏后,分别进行预应力碳纤维布一层和两层加固,然后对4组钢筋再生混凝土梁进行受弯承载力试验。试验表明：随着预应力碳纤维布加固量的增大,加固梁的受弯承载力增大,梁屈服时,纯弯段受拉区横向裂缝数量增多且宽度较小;随着再生粗骨料掺量的增大,加固梁受弯承载力降低,梁屈服时,裂缝数量减少、宽度增大。最后依据试验结果与平截面假定,结合再生粗骨料掺量对钢筋再生混凝土梁受弯承载力的影响,考虑钢筋再生混凝土梁的二次受力,建立了预应力碳纤维布加固钢筋再生混凝土梁的受弯承载力计算公式。计算结果表明：受弯承载力计算值与试验值吻合较好,可以为预应力碳纤维布加固钢筋再生混凝土梁设计提供参考。     

钢筋混凝土柱加固方法及设计分析

本文对钢筋混凝土柱的几种常见加固方法-增大截面法、外包钢加固法、外贴碳纤维布加固法的特点进行介绍,且重点分析了各种加固方式的设计方法,可供加固工程实践参考.最后本文对新出现的复合加固方法进行了介绍,与传统加固方法相比,复合加固方法有着更加优越的性能,可应用于工程实践.     

碳纤维布加固预应力混凝土吊车梁的设计方法

针对预应力混凝土吊车梁存在的问题,结合实际工作条件和结构所处的环境,对其提出初步处理方案。通过对初选方案对比和优选,并结合使用要求,确定采用粘贴碳纤维布方案对吊车梁实施加固。在详细介绍用碳纤维布加固鱼腹式T形截面预应力混凝土吊车梁的设计要点和方案的基础上,给出正截面受弯和斜截面受剪补强加固的计算方法,并提出相应的施工方法以及具体构造措施。加固处理后吊车梁的各项技术指标均达到了设计要求,效果良好。研究成果可为类似工程的应用提供理论和方法上的参考。     

芳纶纤维布约束钢筋混凝土框架柱的轴压比限值分析

基于约束混凝土的本构关系理论,对芳纶纤维布约束钢筋混凝土框架柱的受力特性进行分析,推导出芳纶纤维布约束钢筋混凝土框架柱截面在大、小偏心受压界限破坏条件下的轴压比,研究了纵筋等级、箍筋体积配箍率和芳纶纤维布体积配箍率对柱轴压比限值的影响,研究结果表明:芳纶纤维布和箍筋约束可明显提高混凝土的峰值应力与极限压应变,改善混凝土的受力性能;芳纶纤维布约束钢筋混凝土框架柱可明显提高其轴压比限值,芳纶纤维布和箍筋的体积配箍率越大,界限轴压比越大;抗震设计时,为了提高框架柱的延性,除了增大箍筋的配置外,尚应合理选用纵筋的直径和等级。     

碳纤维布增强杨木LVL梁、柱试验研究

采用碳纤维布对杨木LVL梁、柱增强,制作试件进行试验研究.梁采用在生产过程将碳纤维布复合到LVL中的增强方式,柱采用外贴碳纤维布箍增强方式.通过试验选择了合理的梁、柱截面型式,试验结果表明碳纤维布增强杨木LVL梁、柱的承载力明显提高,其它受力性能也得到显著改善.