
In line with the EU's climate and energy policy goals, the German government has set itself the target of increasing the proportion of renewable energies to 20% by 2020. To support this endeavour, new wind farms are to …
In line with the EU's climate and energy policy goals, the German government has set itself the target of increasing the proportion of renewable energies to 20% by 2020. To support this endeavour, new wind farms are to be built in the North Sea, among other places. The construction of the wind farms poses a major challenge for steel construction, as the foundation structures anchored in the seabed at water depths of up to 50 metres are not only exposed to dynamic loads caused by the rotation of the wind turbine, but are also stressed by the waves and the tide. A heavy structure weighing up to 900 tonnes was therefore chosen.
The joining of the individual pipe segments of the foundation structures is therefore extensive with up to 1230 metres of weld seam, applying the usual guidelines. The pipe segments of the foundation structures of such wind turbines are joined using the submerged arc welding (SAW) process in accordance with existing guidelines. In contrast to this welding process, electron beam welding (EB) offers high welding depths with high energy utilisation. The pipe segments of the foundation structures, which are up to 100 mm thick, can be joined in a single process step, which saves a great deal of time compared to submerged arc welding. This offers a major time advantage over submerged arc welding. As part of the project, the EB welding process is being optimised by developing an economical process window. Furthermore, the use of filler metals such as aluminium and nickel is being investigated to further increase the toughness of the weld seams, with aluminium in particular having a positive influence on the development of low-temperature toughness. In addition, the component safety of the foundation structures of the wind turbines is analysed using fracture mechanics concepts. The first step is to check whether the toughness guaranteed by the weld seams fulfils the requirements placed on the structure. In addition to the weld seams of structural steels of moderate strength, e.g. steel grade S355, the weld seams of high-strength grades (S460) are also tested here. The advantage of high-strength grades over conventionally used steels is that they can be designed with lower sheet thicknesses. The resulting material savings benefit a faster EB welding process. In addition to process optimisation, EB weld seam quality can also be improved. As well as improving the weld seam quality, the time required to produce the foundation structures is also reduced. The toughness guaranteed by the weld seams of the steel grades used serves as a stimulus to rethink the conventional design of the foundation structures based on a historically grown minimum toughness and a fixed material thickness. For economic reasons, it is also essential for the future design of foundation structures in wind turbines to establish the EB welding process and high-strength steels in the existing German and European guidelines. The IGF project 372 ZN of the FOSTA-Forschungsvereinigung Stahlanwendung e. V., Düsseldorf, was funded by the Federal Ministry for Economic Affairs and Energy via the AiF as part of the programme for the promotion of joint industrial research (IGF) on the basis of a resolution of the German Bundestag. The project was carried out at the Institute of Ferrous Metallurgy, RWTH Aachen University and the Institute of Welding and Joining Technology, RWTH Aachen University.

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P 834 - Investigation of bolted connections in steel and composite construction for the creation of rules for the numerical design of structural fire protection in building construction In this research project, connections in steel and composite construction with high-strength bolts of strength class 10.9 are investigated in the event of fire. With the introduction of the component method, it is now possible to simulate entire structures at room temperature, taking into account the connection behaviour. This is not yet possible in the case of fire, as on the one hand there is no implementation of the component method or a comparable numerical model for the case of fire and on the other hand there are no validated material laws available for high-strength bolts in the case of fire. For this reason, material parameters for high-strength bolts of strength class 10.9 during and after a fire are initially developed on the basis of test series. This includes both the investigation of the pure bolt material by means of stationary and transient hot tensile tests and the investigation of bolt assemblies in tensile and shear tests. In the latter, not only the material but also the bolt geometry has a major influence on the behaviour. The tests show that the screws fail in the temperature range up to 420°C due to the usual thread stripping. In the temperature range from 420°C to 650°C, however, the screws fail due to a crack in the thread base. It can be shown that this crack is due to liquid metal induced stress corrosion cracking (LME). Above 650°C, the screws fail due to flank bending. As a result of the material investigations, validated material parameters will be available in future for modelling bolts within connection simulations, which take into account the various forms of failure at different temperatures. In addition, thermal and mechanical numerical models will be developed to describe the behaviour of head plate and flag plate connections in steel and composite construction. The models are validated by fire tests on two standard structural connections. Within the tests and the numerical models, a temperature field is taken into account, which is based on the unit temperature-time curve and a typical fire protection coating with an intumescent coating. A head plate connection in steel construction and a flag plate connection in composite construction are analysed. In the case of the flag plate connection, it is assumed that it is a hinged connection at room temperature. It is shown that a moment resistance can occur in the event of fire, provided that the premature failure of the continuous reinforcement is prevented. Finally, simplified spring models are developed for the two connection types on the basis of the component method, which can be used to determine the stiffness and load-bearing capacity of the connections in the event of fire. In summary, it will be possible in future to describe the behaviour of connections in the event of fire on the basis of validated bolt properties using finite element or spring models and to take this into account in structural calculations. The IGF project 16586 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 (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 Gottfried Wilhelm Leibniz University of Hanover by the Institute of Steel Construction and at the Technical University of Darmstadt by the Institute of Steel Construction and Mechanics of Materials. Publication: July 2014
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