WC涂层纳米划痕过程中摩擦学性能及演化特征的分子动力学研究

为研究纳米划擦过程中WC涂层纳米级摩擦演化特征,利用大型原子/分子大规模并行模拟器建立了不同条件（载荷、划痕深度、划痕速度）下的分子动力学模拟模型。结果表明：摩擦力和摩擦系数随着划痕深度的增加而增大;当压头划擦试样时,沿划痕方向在压头前方及凹槽两侧的原子被挤压、剪切、堆积。瞬时摩擦曲线在初始阶段和稳定阶段表现出明显的摩擦学特征,摩擦过程中压头下方区域晶体出现错位、滑移、间隙或空位。随着划痕速度的增加,体系应变能超过原子间相互约束,原子突破约束,在划痕沟槽两侧堆积,堆积的表面形貌和外缘变得粗糙,亚表面晶体结构产生缺陷。本研究有助于在纳米尺度了解WC涂层摩擦过程的微观磨损机理。     

Simple N‐Heterocyclic Carbenes as Ligands in Ullmann‐Type Ether and Thioether Formations

A simple N‐heterocyclic carbene (NHC) derived from 1‐methyl‐3‐ethylimidazolium tetrafluoroborate was found to be an efficient ligand for a range of copper‐catalyzed cross‐coupling reactions, leading to the formation of aromatic ethers and thioethers.

     

Zentrische Druckversuche an schlanken UHPC‐Stützen

Axial compression tests on slender columns – unreinforced slender columns: a taboo? – Debate on potential and risk Within the project of the Priority Programme (SPP) 1542 ”Concrete light“, which is funded by the German Research Foundation (DFG), unreinforced UHPC columns with square and rectangular cross‐section were tested under axial compression in the subproject ”Cross sectional adaption for rod‐shaped elements in compression“. The results were compared with test series of other researchers. The focus of the study was on the buckling behavior of columns with different conditions of end support. A hinged and a fixed support have been applied for these experiments. In addition to an analysis of the failure process, the results were compared with the Euler buckling load and the normal stress in consideration of second‐order effects. Concluding, advantages and disadvantages of both approaches are presented, compared, and discussed.     

Verbundverhalten von Vollgewindeschrauben in Brettschichtholzbauteilen

Bond behaviour of self‐tapping screws being used as reinforcement in glue‐laminated timber elements – Part 2: Analytical and numerical investigations as well bond model derivation for the calculation of anchorage length In favor of the investigation of bond behaviour, force transfer and anchorage length of self‐tapping screws, several tests have been realized at the Chair of Structures and Structural Design in cooperation with the Institute for Building Material Research of the RWTH Aachen University. The experimental investigations comprise more than 160 pull‐out tests of screws with long embedment length and over 84 load distributions tests. Additionally, several tests displaying the effect of longitudinal cracks in the surrounding wood as well as the effect of the screw tip have been conducted. Through various analyses of the bond behaviour, the experimental investigations form the basis for the calibration and evaluation of the numerical models and allow a prediction of the force transfer of the screws in glue‐laminated elements. Design rules that enable the application of the self‐tapping screws as reinforcement in timber elements have been derived from the knowledge obtained in the experimental and numerical investigations. This paper, which results from a research project funded by the German Research Foundation [1], presents the results of investigations on the bond behavior of self‐tapping screws in glue‐laminated timber elements. Part 1 elaborates on the experimental investigations [2] whereas part 2 illustrates the numerical analyses and presents a bond model, which enables the design of the anchorage length and the safe application of the screws as reinforcement in timber elements.     

Untersuchung von Schlosssprengungen an ausgeführten Ufereinfassungen mit kombinierten Spundwänden

Interlock failure of combined sheet pile walls In addition to multiple combinations of king piles and intermediate sheet piles the installation method of combined sheet pile walls can differ as well. The installation has to adapt to the boundary conditions of the construction work considering soil conditions, profile and interlock system, interlock protection, driving equipment, driving assistance etc. Despite the established construction of combined sheet pile walls interlock failure occurs. In this paper, the installation aspects of combined sheet pile walls in northern Europe are compiled and analyzed for the occurrence of interlock failure.