A new cladding technology to bond aluminium on magnesium

ABSTRACT

An in situ hot press bonding technology has been developed to clad aluminium on magnesium. Followed by regular hot rolling, magnesium sheets, covered by ductile and corrosion-resistant aluminium without detectable oxides in the interface, are produced. The new technology requires no welding, vacuum, protective atmosphere or barrier layer, and it makes good interfacial strength and rollability. Aluminium–magnesium intermetallic phases are formed along the clad–core interface at elevated temperatures. They are not detrimental under compression but may cause clad-core delamination in tensile strain. However, the tensile failure is more dependent on the formability of magnesium core than on the strength of interface.     

Atomic-level insights into the modification mechanism of Fe (III) ion on smithsonite (1 0 1) surface from DFT calculation

Fe(III) ion can strongly inhibit the sulphidation amine flotation of smithsonite. However, its modification mechanism on smithsonite surface is still obscure. In this work, a systematic study of the modification of Fe(III) ion on smithsonite (1 0 1) surface was performed using DFT calculation. The optimal number of H₂O ligands for Fe(III) ion hydrates in aqueous conditions was probed, and [Fe(OH)₂(H₂O)₄]⁺ and [Fe(OH)₄]^? were identified as the major modification species, then their adsorption and bonding mechanisms were further revealed by analyzing the frontier orbitals, density of state, Mulliken population, and electron density. The calculated adsorption structures were consistent with the former experiment, and we found the O site that bonded to the C atom on smithsonite surface was the most favorable position for [Fe(OH)₂(H₂O)₄]⁺ and [Fe(OH)₄]^? adsorptions. Besides, their adsorption mechanisms on smithsonite surface were principally due to the combined effect of FeO bond and hydrogen bonding. Simultaneously, hydrogen bonding greatly enhanced the stability of the adsorption structures. Moreover, the dominant orbital contribution for the bonding of FeO was primarily due to the orbital hybridization between Fe 3d and O 2p orbitals. This work can help in deeper understanding of the depression of Fe(III) ion on the sulphidation amine flotation of smithsonite.     

综放开采最大导水裂隙带高度的应力法预测

在重点模拟大采高条件下覆岩低抗拉特性的基础上，建立了“大采高ＦＥＭ－ＮＴＡ耦合模型”．选择了合适的屈服准则、流动法则及应力应变本构关系，综合优选输入参数，于淮南矿务局新集矿实施了该“耦合模型”．预测裂采比为１０．６０～１０．８５倍．经钻探验证，取得了较为理想的预测精度．     

单一节理岩体R—R破坏准则及参数确定

为评价岩体中节理对岩体强度特性的影响，分析了单一节理的分布性状，介绍了单一节理岩体破坏的Ｒａｏ－Ｒａｍａｍｕｒｔｈｙ准则及其参数试验确定方法，并应用于峨口铁矿采场边坡两种典型的单一节理岩体强度的研究。     

MKP结合高铝质耐火浇注料的性能研究

研究了以氧化镁和磷酸二氢钾反应所得的镁质磷酸盐水泥胶凝材料（MKP）为结合剂的高铝质浇注料的性能及影响该浇注料性能的诸因素。探索性研究发现：硅灰的用量是该浇注料体系850℃和1 100℃强度的主要影响因素,MKP胶凝体系的用量是110℃强度的主要决定因素,而1 100℃的线收缩率的主要影响因素是氧化镁和磷酸二氢钾的摩尔比值。并且此浇注料的强度不但与煅烧温度有关,而且还和氧化镁的活性有关,因此可以通过调节硼砂的量和氧化镁的活性来调节体系的可作业时间。     

Experience of Using Energy Effects in Ore Preparation and Concentration of Ferruginous Quartzites

The possibility is considered for changing the physico-mechanical and technological properties of ferruginous quartzites of the Mikhailovsk deposit by means of dosed energy actions.     

车载式25t绞盘强度分析及改进设计方案研究

首先确定出作用在25t绞盘主要部件的主动力和约束力,建立了绞盘支架结构的有限元仿真计算模型,其中对各部件之间的接触条件给予了仔细的简化处理·仿真计算结果表明,绞盘中间传动齿轮轴与右支架钢板连接处区域的强度最薄弱·提出的改进设计方案,使结构的最大Mises应力降低了40%·     

工业废料磷石膏的工程特性试验研究

对大量作为工业废料堆放的磷石膏进行材料试验，即级配试验、击实试验、三轴试验和压缩试验，研究其压缩特性和强度特性及影响其力学性能的因素，探讨了其作为地基处理时的换填材料的可行性。     

基于人工神经网络的混凝土抗压强度预测方法

在给出混凝土等效水灰比和骨料平均浆体厚度计算方法的基础上，采用人工神经网络方法，建立了混凝土28d抗压强度与混凝土等效水灰比、骨料平均浆体厚度和粉煤灰与胶凝材料用量比之间的非线性映射关系．该研究成果可减少混凝土试配次数，节约大量人力、物力和时间，并为高体积稳定性混凝土配合比设计方法的研究进一步奠定了基础．     

Further study on the flexural behaviour of concrete-filled steel tubes

This paper is a further study on the flexural behaviour of concrete-filled steel tubes based on the former work presented by Han [Han LH. Flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research 2004;60(2):313-37]. A total of 36 composite beam specimens filled with self-consolidating concrete (SCC) were tested. The main parameters varied in the tests are: (1) sectional types (circular and square); (2) steel yielding strength (from 235 to 282 MPa); (3) the ratio of tube diameter (or width) to wall thickness, D/t (from 47 to 105), and (4) the ratio of shear span to depth (from 1.25 to 6). Comparisons are made with predicted beam capacities using the existing methods, such as AIJ-1997 [Architectural Institute of Japan (AIJ). Recommendations for design and construction of concrete filled steel tubular structures. 1997], AISC-LRFD-1999 [AISC. Load and resistance factor design specification for structural steel buildings. Chicago: American Institute of Steel Construction, Inc.; 1999], BS5400-1979 [British Standard Institute: BS5400, Part 5, Concrete and composite bridges. 1979], EC4-1994 [Eurocode 4. Design of composite steel and concrete structures, Part 1.1: General rules and rules for buildings (together with United Kingdom National Application Document). DD ENV 1994-1-1:1994. London W1A2BS: British Standards Institution; 1994] and the method proposed by Han [Han LH. Flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research 2004;60(2):313-37].Applied calculation formulae of moment versus curvature curves and the flexural stiffness of concrete-filled steel tubular (CFST) beams are presented, based on the mechanics model of Han [Han LH. Flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research 2004;60(2):313-37]. Comparisons are made with predicted beam flexural stiffness using different methods, such as AIJ-1997, AISC-LRFD-1999, BS5400-1979, EC4-1994 and the method proposed in this paper. Comparisons are also made between the simplified model and the mechanics model, and generally good agreement is achieved.