In Kenntnis der beschriebenen verfahrenstechnischen Einflussfaktoren auf die Struktur und die Eigenschaften der faserverstärkten MMC geht es darum, ein prepregtechnologisches Verfahren für das Herstellen lang- bzw. endlosfaserverstärkter MMC mit Aluminiummatrix zu erarbeiten und die Machbarkeit im Hinblick auf die Reproduzierbarkeit und das Erreichen der prinzipiell möglichen mechanischen Eigenschaftskennwerte nachzuweisen. Es geht darum, den Einfluss der Prozessparameter auf die Struktur der Prepregs und der verdichteten MMC`s zu erfassen und zu bewerten. In Kenntnis dieser Zusammenhänge sind die qualitätsrelevanten Kennwerte der Werkstoffstruktur denen der mechanischen Eigenschaften gegenüberzustellen. In Weiterführung der o.g. Darstellungen zwischen Struktur- und Eigenschaften der Verbundwerkstoffe geht es darum, die experimentell bestimmten Kennwerte der Festigkeit und des E-Moduls auf Übereinstimmung mit den entsprechenden Korrelationsmodellen (Shear Lag Modell, Grenzwert- und Modellkonzept, EIAS-Methode) zu überprüfen. Ferner geht es darum, die Zusammenhänge zwischen den im Modell definierten idealen Gefügebedingungen mit den realen im Hinblick auf deren Einfluss auf die Eigenschaftskennwerte kritisch zu diskutieren. Aufbauend auf den definierten Zielstellungen kann nach der erfolgten Bewertung aller Untersuchungsergebnisse gezeigt werden, dass die entworfene Technologie zur Herstellung langfaserverstärkter Metallmatrix-Verbundwerkstoffe dazu geeignet ist, Fasern mit geringem Durchmesser und hoher Flexibilität (am Beispiel der hochfesten Kohlenstofffasern vom Typ HTA 5131) mit dem ausgewählten Matrixmetall (am Beispiel der AlSi5-Legierung) zunächst zu Prepregs und weiterhin in verdichtete Verbundstrukturen zusammenzuführen. Das vergleichende Gegenüberstellen von Simulation und Experiment dienen einerseits dem Verifizieren der Prozessmodelle. Die Prozessmodelle stellen andererseits die wertvolle versuchstechnische Grundlage zur Definition und auch der Einengung des Arbeitsfensters für die Prozessparameter und der Anzahl erforderlicher Verifikationsexperimente im Hinblick auf die Probebeschichtungen und deren Auswertung dar. Derartige Modelle leisten eine wichtige Hilfestellung zum weiteren Erhöhen der Prozessstabilität und damit auch dem Nachweis der Reproduzierbarkeit. / The aim of this work is a described prepreg-technological method to create aluminium based MMC reinforced with continuous fibres and the verification of reproducibility to achieve relevant mechanical properties. This aim is based on the knowledge of technological influences on structure and properties of fibre reinforced MMC. And so activities are focussed on the evaluation of the influence of process functions on structure and mechanical properties of prepregs and compacted MMC. The comparison between structure and properties is necessary to describe the correlation function of composite material. Furthermore the application of different correlation models (“Shear Lag”, “Grenzwert- Modellkonzept“, “EIAS”) to describe the influence of composite structures on strength and Young`s modulus is necessary to compare theoretical results with those of relevant experiments. The object is a critical quantification of the influence of real structure parameters compared with those of a model defined structure. In view of the described aim it is shown that the described technology to manufacture long fibre reinforced MMC is applicable for preparation of carbon fibres (HTA 5131) with low diameter and high flexibility and metal matrix (AlSi5) to prepregs and compact composites. The comparison of simulated and experimental results is the base for verification of different process models. So it is possible to describe and optimize the process function and moreover to minimize the number of technological experiments. After optimization specified models are a good base to achieve a high level of stability and reproducibility for all steps in prepreg technology.

The subject of this diploma thesis is the design of a load–bearing structure, whitch is situated in the extravillain between the town of Chomutov and the village Křimov. Main purpose of this structure is to pass a roadway I/7 across the valley. There are three options of design and one of them – the prestressed box girder bridge with slanted walls is chosen for more detailed elaboration. The major load–bearing structure is five–span with lenghts 46.50 + 58.00 + 58.00 + 58.00 + 46.50 m, made of post–tensioned nad cast–in–place concrete. The total lenght of load–bearing structure is 269.00 m and the width of load–bearing structure is 13.50 m, the bridge is straight in plan. The structure is analyzed by several computational models, which are designed in Scia Engineer 20.0 software. The structure is analysed in longitudinal and cross directions. The assessments of load state limit and usability limit state are made according to valid standards. This thesis also included time dependent analysis (TDA), that takes construction stage analysis into account.

The aim of the master’s thesis was t odevelop alternative solutions supporting steel structure of the railway bridge on the undermined area. The range of single fields were chosen based on the location of existing substructures. Reducing the width of bridge openings were not allowed. Based on the geodetic survey plans were drawn up clear of the current state. On the basis of specifications for developing a detailed process was chosen variant Gerber’s beam reinforced with an arch in mean field. For this variant was performed structural analysis of the main parts of the main structure of the bridge, which was calculated with the effects of undermining. For variant Gerber’s beam were made clear drawings and drawing details of the selected steel bridge construction (new state). Further, detailed analysis of selected structural detail was made. Specifically, connecting rod to the main beam, which was designed optimal shape and thickness of the joints plate with a suitable radius of the firing to avoid plastification of the material in this area. Variant of the continuous beam without joints was prepared to. It has been observed, what is the effect of undermining on the stress in the construction of the bridge - was confronted with the effects on Gerber’s beam. To reduce stress in the construction of the bridge and compliance of ultimate state of applicability of the main beam has been designed bearing adjustment and after considering several options its implementation too. The economic comparison between the two variants was conducted. The assembling procedure was designed for both types of bridge structures. In the technical report we can read about due to the intention of building a new bridge and further we can find there other important technical information. In conclusion of the master’s thesis there has been recommended for the construction specific variant – from the perspective of an investor, and from the static aspect-view of the designer.