The use of induction heating in hot-rolling operations

The use of induction heating in the hot-rolling of slabs,bars,billets,and blooms is presented.In today’ s world,the cost of fossil fuels and the impact on the environment is an increasing concern.Induction heating can be used to heat materials from ambient temperature or in conjunction with gas reheat furnaces to enhance flexibility, boost productivity,reduce space requirements,improve metal surface quality,increase energy efficiency,and reduce harmful emissions to the environment.Various possible locations for induction heating are shown.An example case study is presented to quantify an increase in output.Some basic concepts of induction heating are explained to provide metallurgists with a better understanding of how and where induction heating can be applied.A brief introduction to computer modeling and control is touched on.Finally,some examples of recent installations are presented.     

混凝土板的水分散发

介绍了波特兰水泥协会的研究员ＨａｒｏｌｄＢｒｅｗｅｒ在１９６５年对混凝土中水分散失问题的研究过程中,对一些有关商业性和工业性建筑地板干燥的基本问题所提供的有趣的答案     

预应力混凝土连续梁板抗火性能非线性分析

为模拟预应力混凝土连续梁板在火灾下的受力全过程,认为火灾下预应力混凝土梁板截面总应变符合平截面假定,基于混凝土、普通钢筋和预应力筋的耦合本构关系,用t时刻的混凝土应力计算t＋1时刻混凝土的瞬态热应变、高温徐变,钢筋与预应力筋采用相同的解耦方法,可求得火灾下预应力混凝土梁板的弯矩-曲率曲线;对支座反力进行迭代求解,计算梁...     

双参数地基上四边自由矩形厚板计算

将双参数地基模型用于分析基础板。采用文献[1]及[2]的厚板理论,推导了双参数地基上厚板的基本方程和自由边界条件,通过引入四边滑支非齐次解及对边滑支齐次解,迭加得到了任意荷载作用下的解析解,并利用对称性大大降低了所需求解方程的阶数。编制了相应Fortran程序,可同时用于按薄板理论和Winkler模型计算。数值算例表明结果收敛迅速,精度高。分别按薄板、厚板理论计算比较了不同地基模型结果,证明本文的解克服了现有相应解的不足,能适应地基压缩层及板厚的变化,便于工程应用。     

预应力混凝土叠合板的叠合面受力性能研究

通过43块简支预应力混凝土叠合板的系统试验。探讨了预应力混凝土叠合板的叠合面在不同处理方式下的受力性能。在综合分析试验结果的基础上,提出了预应力混凝土叠合板在不同的叠合面处理方式下的叠合面受剪承载力计算公式和适用条件,计算结果与试验结果符合较好。文中还给出了叠合面粗糙度的明确定义和相应的施工方法。     

气云爆炸下钢筋混凝土板毁伤的数值分析

为了研究气云爆炸下钢筋混凝土板的毁伤评估,通过ANSYS有限元数值模拟方法,研究了钢筋混凝土板的在气云爆炸下的毁伤情况。采用超压-冲量毁伤准则,以剩余承载力为毁伤指标绘制了不同毁伤程度的P-I曲线,通过数学计算拟合了P'-I'-D毁伤曲面公式,并利用数值模拟验证该公式的正确性,将数值分析和公式计算得到的毁伤程度D的比较,在不同毁伤程度下D的误差最大为14.30%。因此,该公式可用于评定钢筋混凝土板在气云爆炸下的毁伤程度。     

正交各向异性厚度线性变化圆形薄板的弯曲问题

对圆柱型正交各向异性材料线性变厚度环形薄板在轴对称载荷作用下的弯曲问题进行了分析和讨论,给出了一般解答.     

碳纤维布补强加固钢筋混凝土板的研究与工程应用

通过碳纤维布补强加固钢筋混凝土板的试验，研究了碳纤维布对钢筋混凝土板受弯性能的影响，试验研究表明，使用碳纤维布提高钢筋混凝土受弯构件正截面承载力的方法是有效，试验板的受弯性能明显改善，基于有关的理论分析，探讨了碳纤维布补强加固钢筋混凝土板受弯承载力的设计方法，并在此基础上应用碳纤维布对某实际工程中的钢筋混凝土土板实施了补强加固。     

在纯铝熔铸中加入钛剂的试验

文中分析了纯铝半连续铸锭裂纹产生的原因,并在熔铸过程中,试验一种新型的钛剂——含40％Ti,4％B和熔剂块。确定了合理的添加量和工艺规程,铝液温度710±10℃,对铸锭的晶粒细化效果显著,可防止铸锭裂纹。     

Influence of Reinforcement on the Behavior of Concrete Bridge Deck Slabs Reinforced with FRP Bars

This paper presents the results of an experimental study to investigate the role of each layer of reinforcement on the behavior of concrete bridge deck slabs reinforced with fiber-reinforced polymer (FRP) bars. Four full-scale concrete deck slabs of 3,000?mm length by 2,500?mm width and 200?mm depth were constructed and tested in the laboratory. One deck slab was reinforced with top and bottom mats of glass FRP bars. Two deck slabs had only a bottom reinforcement mat with different reinforcement ratios in the longitudinal direction, while the remaining deck slab was constructed with plain concrete without any reinforcement. The deck slabs were supported on two steel girders spaced at 2,000?mm center to center and were tested to failure under a central concentrated load. The three reinforced concrete slabs had very similar behavior and failed in punching shear mode at relatively high load levels, whereas the unreinforced slab behaved differently and failed at a very low load level. The experimental punching capacities of the reinforced slabs were compared to the theoretical predictions provided by ACI 318-05, ACI 440.1R-06, and a model proposed by the writers. The tests on the four deck slabs showed that the bottom transverse reinforcement layer has the major influence on the behavior and capacity of the tested slabs. In addition, the ACI 318-05 design method slightly overestimated the punching shear strength of the tested slabs. The ACI 440.1R-06 design method yielded very conservative predictions whereas the proposed method provided reasonable yet conservative predictions.