Authorware在液压传动实验多媒体教学软件中的应用

以液压传动实验的制作过程为例介绍了Authorware强大的集成和编程功能；并介绍了该教学软件的特点、制作方法和技巧。     

压力脉动作用下管道的流固耦合瞬态分析

针对液压输流管内的压力脉动研究,提出流体压力脉动的计算方法和管道流固耦合分析的计算模型。对流体压力脉动进行编程,得到压力脉动作用产生激振力的变化。建立管道和流体实体模型,采用UDF技术将脉动压力编译到流体中,从而进行流固耦合瞬态力学分析,得到异径管和弯管处流体压力变化以及管道的应力和变形情况。研究结果表明:压力脉动沿管道传播发生衰减,其产生的激振力对弯管破坏较大;弯管段流体产生压力集中,进而引起弯管段变形大于异径管段。将压力脉动加载到管道中,对输流管道研究具有一定参考价值。     

Three-dimensional modelling of Non-Newtonian fluid flow in a coat-hanger die

The three-dimensional model of isothermal flow of power-law fluid in a coat-hanger die has been developed using finite element method. The shape of coat-hanger die used in the present model was determined according to the previous analytical design equation which is based on one-dimensional flow model in the manifold and the slot. Because uniform flow rate across the die outlet is most important to achieve uniform thickness of extruded polymer sheet or film, flow rate distribution is mainly examined to determine the valid process condition for the design equation as the design parameters are changed. The effects of fluid property in terms of power-law index and process parameters not considered in one-dimensional design equation such as die inlet size and the presence of land were analyzed. Results show that the manifold angle is the most influencing design parameter on flow rate distribution. When the material of different power-law index from design value is processed, the change of power-law index affects the uniformity of flow rate appreciably.     

Unified equation of state based on the lattice fluid theory for phase equilibria of complex mixtures part I. Molecular thermodynamic framework

Consistent calculation of fugacities of fluid mixtures remains as one of the most important subjects in contemporary molecular thermodynamics. In practice, equations of state (EOSs) and g^E-models have been used. However, most EOSs are erroneous for condensed phases at high densities and g^E-models are inapplicable for pressuresensitive systems. Recently to remedy the shortcomings in both approaches, there has been a surge of new g^E-EOS mixing rules. By equating any set of EOS and g^E-models, the limitations in both approaches could be resolved significantly. However, the self-consistency in the underlying concept of those mixing rules remains controversial. During the last several years, the present authors proposed a new lattice-fluid EOS and its simplification relevant to phase equilibrium calculations. Without employing any g^E-EOS mixing rule and with only two parameters for a pure component and one adjustable interaction energy parameter for a binary mixture, results obtained to date demonstrated that the EOSs are quantitatively applicable to a great variety of phase equilibrium properties of mixtures, especially, for complex and/or macromolecular systems. In the present article we summarize the EOSs and extended the applications to liquid-liquid Equilibria. In part I, we discussed briefly the molecular thermodynamic aspects of general derivation of the EOS and a brief discussion of applying the EOSs to pure fluids while the illustrative application to various real mixture systems is discussed in part II.     

石墨流态粒子炉微机实时控制系统

本文论述了采用神经网络方法对石墨流态粒子炉进行实时控制的系统。研究结果表明,与采用单一PID系统相比较,神经网络法实时控制系统能取得更好的控制效果     

轮轨关系研究中的力学问题

简单论述世界铁路发展状况和铁路交通运输的优越性。详细论述轮轨关系的研究问题,其研究包含轮轨滚动接触作用和稳定性问题、轮轨粘着和强度、接触表面磨损和滚动接触疲劳破坏、轮轨噪声、轮轨蠕滑率／力理论和轮轨三维弹塑性滚动接触问题。在这些问题研究中,蕴涵十分复杂的力学和强度问题。文中就这方面的研究现状和存在问题以及问题研究的难点进行讨论,并分析今后可能的研究方向。     

A review of methods,applications and limitations for incorporating fluid flow in the discrete element method

The past decade has witnessed the substantial growth in research interests and progress on the subject of coupled hydro-mechanical processes in rocks and soils, driven mainly by the surge of research in unconventional hydrocarbon reservoirs and associated hazards. Many coupling techniques have been developed to include the effects of fluid flow in the discrete element method (DEM), and the techniques have been applied to a variety of geomechanical problems. Although these coupling methods have been successfully applied in various engineering fields, no single fluid/DEM coupling method is universal due to the complexity of engineering problems and the limitations of the numerical methods. For researchers and engineers, the key to solve a specific problem is to select the most appropriate fluid/DEM coupling method among these modeling technologies. The purpose of this paper is to give a comprehensive review of fluid flow/DEM coupling methods and relevant research. Given their importance, the availability or unavailability of best practice guidelines is outlined. The theoretical background and current status of DEM are introduced first, and the principles, applications, and advantages and disadvantages of different fluid flow/DEM coupling methods are discussed. Finally, a summary with speculation on future development trends is given.     

Neueste Entwicklungen beim baulichen Brandschutz von Straßentunneln

In der jüngeren Vergangenheit hat sich gezeigt, dass Straßen tunnel durch größere Brände in erheblichem Umfang geschädigt werden können. In der Folge wurden verschiedene internationale Forschungsprojekte durchgeführt, um den baulichen Brandschutz von Straßentunneln weiterzuentwickeln. Aufbauend auf den internationalen Forschungsprojekten wurden vom BMVBS und der BASt drei nationale Forschungsprojekte zum baulichen Brandschutz von Straßentunneln initiiert. In diesen Projekten wurden vorhandene Temperatur‐Zeit‐Verläufe (sog. “Brandkurven”) für Straßentunnel, Brandver suche in Tunneln und reale Brände in Straßentunneln im Hinblick auf eine mögliche Anwendung zur Bemessung des baulichen Brandschutzes von Straßentunneln analysiert. Außerdem wurden die Temperatureindringung in die Tunnelinnenschale und die Tragfähigkeit von üblichen Tunnelquerschnitten infolge Brandeinwirkung numerisch ermittelt. Schließlich wurde anhand von Brandversuchen an großmaßstäblichen Probekörpern die Wirkung von PP‐Faserbeton auf das Abplatzverhalten von Innenschalenbeton untersucht. Über das Vorgehen und die Ergebnisse dieser Forschungsprojekte wird im Folgenden berichtet. Latest developments for structural fire protection of road tunnels. In the recent past it was shown that road tunnels can be damaged severely by large fires. For that reason several international research projects were carried out for further development of structural fire protection of road tunnels. Based on international research projects three national research projects were initiated by the Federal Ministry of Transport, Building and Urban Development (BMVBS) and the Federal Highway Research Institute (BASt). In the course of these projects existing temperature‐time‐progressions (so called ”fire curves”) for road tunnels, fire tests in tunnels and real fires in road tunnels were analyzed with regard to a possible application for the design of structural fire protection of road tunnels. Furthermore the temperature penetration in the tunnel lining and the load bearing capacity of usual tunnel sections were numerically examined under fire influence. Finally the influence of fiber‐modified concrete on the effect of explosive spalling was investigated by means of large scale fire tests on specimens made of concrete for tunnel lining. In the following procedures and results of the national research projects are described.     

Neubau der Kultur‐ und Gesellschaftswissenschaftlichen Fakultät der Universität Salzburg

Mit der Planung und Errichtung des Neubaus für die Kultur‐ und Gesellschaftswissenschaftliche Fakultät (KGW) der Universität Salzburg entsteht ein Gebäude, das dank seiner exponierten und herausfordernden Architektur, aber auch wegen der Problematik des anstehenden Baugrunds höchste Anforderungen an die Aus‐ und Durchbildung des gesamten Tragwerks stellt, über das zu berichten lohnt. Dabei bedingen die unterschiedlichsten gestalterischen und funktionalen Anforderungen des Gebäudes bauteilkonkret spezifische Antworten, die frühzeitig in der Planung an zudenken und bezüglich ihrer Wirtschaftlichkeit zu bewerten waren. Die entwurfsbedingt weitgehende Freistellung der mittleren Geschosse des Baus von Stützelementen erfordert die Ausbildung weitspannender Tragwerke in den Obergeschossen, wobei hier nur begrenzt Platz für die Erzielung statischer Höhen zur Verfügung stand. Andererseits mussten die konzentriert angreifenden, beträchtlichen Lasten der Obergeschosse mit weit gespannten Gründungskonstruktionen verteilt und in den begrenzt tragfähigen Baugrund abgeleitet werden. The new building for the Faculty of Cultural & Social Sciences of the University of Salzburg — A remarkable building with an exceptional supporting structure. Due to its prominent and provocative architecture as well as because of the difficult ground conditions the new building for the Faculty of Cultural & Social Sciences (KGW) of the University of Salzburg becomes a building that requires the highest standards for the development and reali zation of the static superstructure, which is worth to mention. The most different design and functional requirements of the building call for component‐specific answers which had to be tackled early in the design and to be assessed regarding their economics. The design‐related extensive clearance of the middle floors from supporting elements requires the construction of large‐span supporting structures in the upper floors leaving only limited space to achieve static heights. Contrary to that, the immense acting forces of the upper floors had to be distributed through large‐span foundations and transferred into the inadequate loadbearing ground.     

Fracture morphology and viscous transport

The morphology of a fracture in a granite block is sampled using a high resolution profiler providing a 3999×4000 pixel image of the roughness. We checked that a self-affine model is an accurate geometrical model of the fracture morphology on the basis of a spectral analysis. We also estimated the topothesy of the experimental surface to be and the roughness exponent to be ζ≈0.78. A finite difference scheme of the Stokes equation with a lubrication approximation was used to model the viscous flow through a fracture aperture defined as the gap between the experimental fracture surface and a flat plane. We finally compare our numerical results to experimental measurements of the flux through the fracture of a glycerol/water mixture (to be at sufficiently low Reynolds number where Stokes equations holds) changing the average aperture of the fracture. The comparison is successful despite a limited resolution of the experimental measurements. Interestingly we show that only long wavelengths of the fracture morphology control the fracture hydraulic conductivity.