Magnetic properties of grain oriented ultra-thin silicon steel sheets processed by conventional rolling and cross shear rolling

A new procedure consisting of the cross shear rolling (CSR) and the subsequent tertiary recrystallization annealing under dry hydrogen atmosphere was developed to produce the grain oriented ultra-thin silicon sheets less than 0.1 mm with high magnetic property performance. For comparison, the conventional rolling (CR) was also used to process the grain oriented ultra-thin silicon steel sheets. The effect of processing parameters on magnetic properties of the grain oriented ultra-thin silicon steel sheets was investigated. With the increase of annealing temperature and holding time, magnetic properties of the sheets processed by both rolling methods reach saturation as the result of the proceeding of the tertiary recrystallization. The thin sheets rolled by CSR did achieve better magnetic properties than those rolled by CR.     

土工合成材料加筋边坡剪切屈服区特性和破坏模式

用有限元分析方法模拟筋材与土的相互作用,分析加筋边坡的稳定性,研究边坡加筋后剪切屈服区特性和破坏模式的变化,以及加筋层数和筋材拉伸模量的影响。结果表明,加筋后边坡的剪切屈服区和破坏模式发生改变,筋材拉伸模量和加筋密度不同,加筋边坡的破坏形态也不相同。筋材拉伸模量过低时,加筋边坡的剪切屈服区与素土边坡接近,加筋的稳定效果不明显,即便增大加筋密度对边坡安全系数的提高也不大;随着筋材拉伸模量增大,加筋的稳定作用增强,且随加筋层数增加,边坡的剪切屈服区宽度增宽,并向边坡内部和基础发展;对于加筋密度相同的加筋边坡,随着筋材拉伸模量的增大,边坡将呈现三种典型的破坏模式。     

垃圾土的强度与变形特性

简要回顾了环境岩土工程的发展历史,论述了垃圾土的分类和特性,从岩土力学的角度对有关垃圾土力学性质的研究现状进行了综述,其中重点讨论了垃圾土的强度和压缩变形特性,并对岩土工程师比较感兴趣的垃圾有机成分降解规律进行了介绍。还介绍了清华大学岩土工程研究所在相关方面所取得的研究成果。     

Investigations of ferritic/martensitic super heat resistant 11‐12 %Cr steels for 650 °C power plants

The investigations of advanced ferritic/martensitic 11–12 %Cr steels for 650 °C power plant components focus on the improvement of high‐temperature creep properties with respect to chemical composition. The claim of the DFG research work was the development of new heat‐resistant 12 %Cr ferritic‐martensitic steels with sufficient creep and oxidation resistance for a 650 °C application by using basic principles and concepts of physical metallurgy on the basis of the state of art and to overcome the usual trial and error industrial alloy development. Efforts are focussed on a 100,000h creep strength of 100MPa at 650 °C in combination with a sufficient corrosion resistance by a Cr content of 12 % with contents 4‐5 %W, 3.4‐5,5 %Co, V, B and 1 %Cu as well as the choice of Ta or Ti instead of Nb. The results demonstrate that the aim is not to realize with the used alloying concept. In the long term range all 12 %Cr melts have a lower creep rupture strength than the advanced 9 %Cr piping steel P92. A high creep strength could be reached with a 0.06 % Ta alloyed 11 %Cr melt, which is in addition alloyed with a higher C and B content and as well as with lower W and Co portions. The results indicate in accordance with the finding of other steel researcher that a lower Cr content allows more effectiveness for the alloying partners respectively for the generation of more stable precipitates.     

Effect of Relative Reduction on Property of Steel-Mushy Cu-Graphite Composite

The rolling treatment of steel-mushy QTi3.5-3.5 graphite composite was conducted under different relative reduction at room temperature. The effect of room-temperature rolling on interfacial mechanical property of steel-mushy QTi3.5-3.5 graphite composite was studied and the relationship between interfacial shear strength and relative reduction was established. The results show that, for steel-mushy QTi3.5-3.5 graphite composite, which consists of 1.2 mm-thick 08AI steel plate and 2.8 mm-thick QTi3.5-3.5 graphite layer, there is a nonlinear relationship between interfacial shear strength and relative reduction in graphite layer. When relative reduction is smaller than 1.1%, interfacial shear strength increases with increasing the relative reduction. When relative reduction is larger than 1.1%, interfacial shear strength decreases with increasing the relative reduction. When relative reduction is 1.1%, the largest interfacial shear strength of 145.2 MPa can be obtained.     

Shear Stress in Smooth Rectangular Open-Channel Flows

The average bed and sidewall shear stresses in smooth rectangular open-channel flows are determined after solving the continuity and momentum equations. The analysis shows that the shear stresses are function of three components: (1) gravitational; (2) secondary flows; and (3) interfacial shear stress. An analytical solution in terms of series expansion is obtained for the case of constant eddy viscosity without secondary currents. In comparison with laboratory measurements, it slightly overestimates the average bed shear stress measurements but underestimates the average sidewall shear stress by 17% when the width–depth ratio becomes large. A second approximation is formulated after introducing two empirical correction factors. The second approximation agrees very well (R2>0.99 and average relative error less than 6%) with experimental measurements over a wide range of width–depth ratios.     

Interface Characteristics and Laboratory Constructability Tests of Novel Fiber-Reinforced Polymer/Concrete Piles

Conventional pile materials such as steel, concrete, and timber are prone to deterioration for many reasons. Fiber-reinforced polymer (FRP) concrete composites represent an alternative construction material for deep foundations that can eliminate many of the performance disadvantages of traditional piling materials. However, FRP composites present several difficulties related to constructability, and the lack of design tools for their implementation as a foundation element. This paper describes the results of an experimental study on frictional FRP/dense sand interface characteristics and the constructability of FRP–concrete composite piles. An innovative toe driving technique is developed to install the empty FRP shells in the soil and self-consolidating concrete is subsequently cast in them. The experimental program involves interface shear tests on small FRP samples and uplift load tests on large-scale model piles. Two different FRP pile materials with different roughness and a reference steel pile are examined. Static uplift load tests are conducted on different piles installed in soil samples subjected to different confining pressures in the pressure chamber. The results showed that the interface friction for FRP materials compared favorably with conventional steel material. It was shown that toe driving is suitable for installation of FRP piles in dense soils.     

小型材轧钢厂倍尺飞剪故障分析及改进措施

针对倍尺飞剪故障，依据其控制原理分析故障的原因，提出(并实施)改进措施，提高了飞剪的作业率．     

表面处理方式对铜/钼/铜复合材料界面结合效果的影响

借助金相显微镜、扫描电镜观察了钼、铜界面的微观组织，研究了采用不同表面处理方式对铜／钼／铜复合材料界面结合效果的影响，并对其界面的结合机制进行了深人的讨论。结果表明，经过喷砂化学处理的材料复合后界面结合最牢固，界面剪切强度最高，达到78．9MPa，形成很强的铜和钼的机械啮合，其主要的结合机制是机械啮合机制和硬化块破裂机制；在同等复合参数条件下，3种处理方法中化学处理法的界面强度最低。