
As world trade has been steadily increasing for decades, the number of containers transported and the size of ships has also increased the demands on the size of quay walls in harbour facilities. The most common steel …
As world trade has been steadily increasing for decades, the number of containers transported and the size of ships has also increased the demands on the size of quay walls in harbour facilities. The most common steel construction solution for this in deep-water harbours is the combined steel sheet pile wall, which consists of up to 45 m long H-shaped H-shaped load-bearing piles and Z-shaped intermediate piles. Proof of stability must be provided for this construction. With the conversion of the standards from the national DIN 18800 (2008) to the European DIN EN 1993-1-1 (2010), the stability verifications in steel construction have changed.
Whereas previously separate verifications could be performed for flexural buckling and lateral-torsional buckling, there is now a combined stability verification. Comparative calculations in harbour construction have shown that the new verification leads to more solid structures. What is currently not taken into account in the design is the structure-soil interaction. This project therefore served to estimate the influence of the soil and to develop ways of recognising previously unconsidered bedding. To this end, a parameter field was first defined that takes into account the current situation and developments in Europe in the near future. The depth of the basin and the nature of the soil were taken into account, as were variations in the design of the sheet pile wall and its loading. The deformation behaviour of an embedded single soldier pile and the behaviour and stiffness due to the flushing sand soil were determined experimentally. The values were used to create a framework model, which led to a parameter analysis and the determination of applicable soil parameters. At the same time, the influence of imperfections and soil bedding on the stability behaviour of soldier piles was investigated using framework models. Single and double bearing piles, different bearing conditions (especially bedding of the pile over the full length or over a partial length) and flexural buckling and lateral-torsional buckling behaviour were considered. In addition, the influence of the welding pattern and degree of welding on the torsional stiffness of partially welded double bearing piles was investigated experimentally and numerically. Based on the findings, solutions were developed to take soil bedding into account in the stability analysis. Finally, simplified criteria were derived from the soil properties, the formulae for incorporating the values into the stability analysis and the verification formulae from DIN EN 1993-1-1, Section 6.3.3 (2010), with which buckling around the weak axis and lateral-torsional buckling can be completely excluded. In summary, it can be said that the soil-structure interaction of combined steel sheet pile walls was investigated with the aid of extensive experimental and numerical investigations and approaches and simplified criteria were developed with which the influence of the soil can be taken into account in the stability analysis. The IGF project 16493 N of the Forschungsvereinigung Stahlanwendung e.V., Düsseldorf, was funded via the AiF within the framework of the programme for the promotion of joint industrial research and development (IGF) by the Federal Ministry for Economic Affairs and Energy on the basis of a resolution of the German Bundestag. The project was carried out at the University of Stuttgart by the Institute for Construction and Design and at the Technical University of Hamburg-Harburg by the Institute for Geotechnics and Construction Management.

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P 811 - Material and joining analysis and optimisation of a reformer for fuel cell applications The main objective of the research project was to develop a robust combustion chamber for use in a reformer reactor for fuel cell applications. In order to achieve this goal, it was necessary to analyse operating conditions and cases of damage to reformer reactors and to carry out corresponding investigations into possible joining and coating techniques. The aim of the project was to determine which combinations of selected materials, coatings and joining techniques can be used to achieve maximum robustness under the required operating conditions. The influence of the component geometry was also analysed in this regard. The analysis of the operating conditions basically revealed three types of stress: high temperature stress (creep), thermocyclic stress (fatigue) and chemical stress (corrosion). The investigations clearly showed that the atmosphere on the burner side in particular has a very aggressive effect on the combustion chamber material. In the further course of the project, numerous tensile test specimens were prepared according to a matrix of different base materials, joining methods and coating types. Half of these samples were also subjected to a 1,000-hour thermocyclic ageing test under corrosion conditions. Subsequently, a tensile test for each sample provided information on the remaining material strength. In this way, suitable and unsuitable combinations could be determined and possible damage caused by the joining and coating itself could also be analysed. In order to investigate the influence of geometry, the thermal stresses in the combustion chamber were visualised in a computer simulation using real temperature measurement data. The weak points in the original geometry known from experiments were confirmed by high thermal stress concentrations. By varying the shape of the combustion chamber accordingly, these stresses could be significantly minimised. The final stage of the project was the construction of the new reformer reactor, taking into account the knowledge gained during the course of the project. The material 1.4958 with a specially developed aluminium diffusion layer was a suitable material coating combination. The laser welding process proved to be the most suitable joining method. For an optimised component geometry, a curvature and a transition radius to the shell surface proved to be essential design modifications for the combustion chamber cover. Finally, the new reactor was subjected to a 1,000-hour thermocyclic test under real operating conditions and later analysed for damage. The aim of the project was achieved. The basic specific damage mechanisms were determined and effective countermeasures were identified. The follow-up examinations of the optimised combustion chamber after the endurance test showed both the general durability and effectiveness of the diffusion layer, as well as the protective effect that still needs to be improved, particularly in the highly stressed centre of the combustion chamber lid. Despite this potential for improvement, no deeper damage was detected within the base material and in the area of influence of the weld seam, which can be considered a great success. It was not possible to estimate the service life beyond the 1,000-hour cycle test in this project. In future, this would require the transient simulation of the thermal stresses that occur during heating and cooling processes. Furthermore, additional findings on the long-term strength behaviour of the joined material coating systems under the specific load combination must be developed. The economic analysis of these coating systems in comparison to nickel-based materials, for example, is a further task. The IGF project 16118 BG of FOSTA -Forschungsvereinigung Stahlanwendung e.V., Düsseldorf, was funded by the Federal Ministry of Economics and Technology via the AiF as part of the programme for the promotion of joint industrial research and development (IGF) on the basis of a resolution of the German Bundestag. The project was carried out at the Zentrum für Brennstoffzellen Technik gGmbH, Duisburg, at the Günther-Köhler-Institut für Fügetechnik und Werkstoffprüfung GmbH, Jena, and by the DECHEMA Gesellschaft für Chemische Technik und Biotechnologie e.V., Frankfurt/Main. Authors: A. Heinzel, O. Pasdag, M. Steffen, E. Firat, S. Sändig, T. Ebersbach, M. Schütze, A. Naji Publication: 2013
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P 810 - Bonding of mould-hardened components Publication: 2013 Authors: Prof. Dr.-Ing. K. Dilger, Dipl.-Ing. S. Kreling
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