The subject of my master’s thesis is creating a computational model of a vertical turning centre frame. The frame is influenced by the heat generated in a motion system. The computational model was created to evaluate a temperature distribution in machine frame structure and thermal deformations caused by temperature gradients.

This thesis contains theoretical analysis of optimization methods of cutting conditions for current machining processes with focus on finishing turning. Further focus was put on influences of cutting conditions and other effects on requested quality and roughness of machined surface. The effect of part of these conditions was verified in experimental part. The influence of feed rate and depth of cut on surface roughness and geometrical accuracy was experimentally verified.

This Master's thesis deals with the issue of high-speed turning of the 100Cr6 material. The aim is to identify and experimentally validate an innovative production process for a particular component. The thesis includes theoretical basis of high-speed machining, analysis of the current state of the manufacturing process, innovation design and experimental verification. At the end of the thesis, parameters of the machined surfaces of specimens are evaluated.

This thesis covers matters related to high-speed digital cameras and their usage in various spheres of human activities, mainly in research of chip forming. Thesis summarises important knowledge needed for creation of high-speed recordings and choice of suitable lenses. Focus is taken on creation of high-speed recordings of chip forming process in turning operation outside grooving by using of different types of chipformers. Main goal is to verify its functionality in specific value range of feed per revolution.

The aim of the Master´s thesis is to devise complex design of minitractor that is going to fulfil temporary technological and constructive innovative components with respect to total attractive visual style. In a theoretical part I explored various market trends that I decided to assess in a practical part. Finally I designed an articulated minitractor with the technology of dual turning in combination with removable cab and the next innovative elements that supported the total design inspired by up to date car industry.

En difficulté dans un système économique et managérial qui ne leur convient plus, certains cadres choisissent de quitter leur organisation pour devenir coach. Par-delà la normativité des transitions de carrière en sciences de gestion, nous montrons qu’il s’agit d’une bifurcation. Au sein du courant des Critical Management Studies et à partir d’une perspective foucaldienne du pouvoir, nous interprétons la bifurcation comme un processus de saturation lié aux effets de subjectivation de la gouvernementalité managériale. La bifurcation constitue une distanciation critique, notamment chez les jeunes managers et les managers à mi-vie, et amorce une microémancipation vers et par le coaching, via une réappropriation subjective de techniques de souci de soi. Cette recherche est basée sur un protocole de Grounded Theory et sur la méthode des récits de vie. L’attitude analytique mobilise des énoncés phénoménologiques, une thématisation a posteriori et une analyse critique de discours. Notre modèle théorique repose sur une population de 25 cadres devenus coachs et met en évidence un processus générique qui s’exprime différemment selon l’âge lors de la transition, selon le vécu de l’expérience professionnelle, le sexe ou encore le poste avant la transition (manager, consultant). / Some executives, facing an economical and managerial system that doesn’t suit them anymore, chose to leave their position in a structure to become coaches. Beyond the managerial norms of career change, we explain that it is a turning point. This change of career, within the Critical Management Studies movement, and with a Foucauldian power perspective, is interpreted here as them reaching saturation point, due to the effects of subjectivation related to managerial governmentality. Those former executives, especially young and middle-aged managers, find themselves gaining a critical detachment. Furthermore, we notice a phenomenon of microemancipation through being coached … in the training of becoming a coach, by reappropriating the techniques of the care of the self. This research process involves Grounded Theory and life narratives. Firstly, we worked on phenomenological texts, then on an a posteriori coding by themes, and finally on a critical discourse analysis. Our resulting theoretical framework is anchored on a population of 25 former executives who have become coaches. It underlines a generic process with differences related to criteria such as gender, age when the career change happens, previous professional experience and position (manager or consultant).

Ovaldrehen ist eine alte Drechseltechnik.<br/>Sie wurde seit einigen Jahren durch neue Ovaldrehmaschinen wiederbelebt. Diese Maschinen und ihr Zubehör sowie ihr Gebrauch werden beschrieben. Die Grundlagen bilden getriebetechnische und geometrische Analysen. <br/>Eine Galerie ovalgedrehter Gebrauchsgegenstände zeigt die Vielfalt der Anwendungsmöglichkeiten.<br/>Am Schluss steht ein Verzeichnis relevanter Literatur, Videos und Adressen im Internet und von Ovaldreh-Praxen.

Ovalturning is an ancient woodturning art, recently revived by new ovalturning lathes designed and tested by the author. These lathe, their accessories and their usage and application are described in detail. The fundaments are kinematical mechanism analysis and the ellipse geometry. A gallery of oval turned items for usage shows partially the variety of ovalturning application. At the end is given a list of relevant literature, videos and addresses in the internet and of ovalturning practioners and schools. Second edition

During incubation, most birds require the presence of at least one parent to ensure suitable incubation conditions for embryo development. The main factors that affect the development of the embryo are temperature, humidity and egg turning. In this work, incubation conditions were investigated in two biparental Lapwing species (genus Vanellus), the Northern Lapwing (Vanellus vanellus), which faces the risk of egg cooling in temperate areas, and the Red-wattled Lapwing (Vanellus indicus), which faces the risk of egg overheating in the subtropics. A laboratory experiment testing the thermal properties of the Red-wattled Lapwing nest lining showed that it selects lining material that slows down temperature growth during egg heating, thus ensuring suitable thermal conditions during parental absence at high ambient temperatures. Temperature and egg turning during incubation were recorded by an artificial egg with a built-in sensors placed in the nests of both target species; data collected by the sensors were stored by a base-station located nearby. The average egg temperature was 32.5 řC for the Northern Lapwing, and 35.0 řC for the Red-wattled Lapwing. Egg temperature in both species fluctuated significantly, affected by many factors. Egg temperature increased with increasing ambient temperature, it...

Mit der vorliegenden Arbeit soll ein Beitrag geleistet werden, die lokalen Tragmechanismen eines Brückenhohlkastens im Bereich der Feldumlenkstellen (Feldlisenen) zu untersuchen und zu optimieren. Beim Entwurf einer Brücke gewinnt die Frage der Dauerhaftigkeit u.a. in Deutschland und der Schweiz eine immer zentralere und grössere Bedeutung. Dadurch können die laufenden Kosten reduziert werden, während ausserhalb dieser beiden Länder im Allgemeinen mehr Gewicht auf die rationelle Fertigung und die Kostenersparnis in der Bauphase gelegt werden. Die Dauerhaftigkeit von extern vorgespannten Brücken mit ihren relativ geringen Wartungs- und Unterhalts- bzw. Instandstellungskosten sind das Hauptargument für diese Bauweise. Bei Vorspannung ohne Verbund sind für externe Spannglieder grössere Verankerungskonstruktionen erforderlich. Dies, weil die Spannglieder nicht im Steg selbst, sondern mit einem Mindestabstand zum Steg in Lisenen vorgespannt werden müssen. Über diese Verankerungsstellen werden in Hohlkastenbrücken grosse Kräfte konzentriert in die Stege, Boden- und Fahrbahnplatten eingeleitet. Im Sinne von Gewichtsreduktion des Brückenbauwerks sollen die Feldlisenen möglichst schlank und Platz sparend ausgeführt werden. Nur durch eine sorgfältige Bemessung und Konstruktion der Verankerungs- und Umlenkstellen kann die Voraussetzung für sichere und dauerhafte Brückenbauwerke gewährleistet werden. Die Bruchsicherheit ist dadurch nicht beeinträchtigt. Von grösstem Interesse ist jedoch die Gebrauchstauglichkeit, das heisst die Rissbreiten mit Rücksicht auf Korrosionsschäden in der Bewehrung. Bei den ersten in Deutschland extern vorgespannten Brücken schlug Prof. Eibl für den Stahl III vor, die Spannungen von 240 N/mm2 auf 220 N/mm2 zu begrenzen. In der Richtlinie für externe Vorspannung von 1998 wurden die Spannungen weiter auf 180 N/mm2 reduziert. Um eine unkontrollierte Rissbildung in den hoch bewehrten Verankerungskonstruktionen zu verhindern, sind genaue Kenntnisse der Kraftflüsse und für die Praxis taugliche Bemessungsmodelle notwendig. Die Geometrie und die statische Berechnung der gewählten Umlenkkonstruktion müssen entsprechend gewichtet werden. In dieser Arbeit werden an zwei Vergleichsmodellen, die lokalen Tragmechanismen einer extern vorgespannten Hohlkastenbrücke im Bereich der Feldumlenkstelle (Feldlisene) untersucht. Mit linear-elastischen und nichtlinearen numerischen Berechnungen wird abgeklärt, ob unter dem Ansatz einer Spannungserhöhung im Bewehrungsstahl auf 285 N/mm2, die Gebrauchstauglichkeit noch gewährleistet werden kann. Den Berechnungen wird eine Krafteinleitung von 2 x 3 MN mit Umlenkkräften von 4 x 0,64 MN zu Grunde gelegt. Die Berechnungen zeigen, dass das Ziel, mit einer Bewehrung von As = 3,35 % m2/m unter Gebrauchslasten keine Rissbreiten über 0,2 mm auftreten, erreicht werden kann. Die Berechnungen werden zudem an einem Brückenmodell im Massstab 1:1 in einem Belastungsversuch an der Empa in Dübendorf auf ihre Aussagekraft und Richtigkeit überprüft und bestätigt. / This present work which is aimed at contributing to local carrying mechanisms of a bridging box girder in the field of belt reversals, should be investigated and optimized. In designing a bridge the main concern is that of durability; especially in Germany and Switzerland, this is invariably acquiring a more central meaning. In this way recurring expenses can be reduced, whilst beyond these two countries in general more weight is laid on the rational manufacture and cost saving in the construction phases. The durability of externally pre-stressed bridges with their relatively low maintenance and service as well as repair costs are the main arguments for this method of construction. Larger anchorage construction is necessary for pre-tensioning external tensions. This is because the tensions are themselves not placed on the ligament itself, but must be pre-stressed in pilaster strips with a minimum distance. Over these anchorage locations immense energy is concentrated in the large box girder bridges, and thus induced in the ligament, ground and track supporting layers. As far as weight reduction of the bridging structure is concerned, the field pilaster strips should be designed as thin as possible and also be able to save space. Only through careful measuring and construction of the anchor and turning points can the requirements for safe and lasting bridge construction works be guaranteed. The bridge safety is thus not affected. However, the greatest interest is that of userfriendliness, i.e. the width of the fissure with consideration of corrosion damages in the armouring. At the first external pre-stressed bridge in Germany, Prof. Eibl suggested that for the steel III, stressing of 240/Nmm2 should be limited to 220 N/mm2. In the guideline for external pre-stressing of 1998, the tensions were further reduced to 180 N/mm2. In order to prevent an uncontrolled crack formation in the highly armoured anchorage construction, concrete knowledge of the distribution of forces for the applicable measurement models is necessary. The geometry and the statistical calculation of the selected deflect construction must be weighed accordingly. In this project two comparative models were inspected, which tested the local load mechanism of an external pre-stressed box girder bridge in the field redirecting area. With linear elasticity and numerical calculations it is possible to clarify if the serviceability can be allowed under the accretion of a stress increase in the armouring steel to 285 N/mm2. The calculations are based on a load transmission of 2 x 3 MN with a deviation force of 4 x 0,64 MN. The calculations will have a force transmission of 2 x 3 MN with turning forces of 4 x 0.64 MN forming the basis. The calculations portray that the goal to avoid any fissures over 0,2 mm can be achieved, with an armoring of As = 3,35 % m2/m under the service load. Additionally, the calculations will be assessed of their validity and accuracy on a scale of 1:1 in a loading test at the EMPA (the Swiss Federal Laboratories for Materials Testing and Research) in Dübendorf and be therefore confirmed.