
Due to limited energy supplies and the global endeavour to reduce CO2 emissions, renewable energy sources such as wind energy are gaining in economic interest and promise great growth opportunities. The production of …
P 897 - Utilisation of the lightweight construction potential of high-strength steel materials for tubular steel towers of wind turbines through the use of high-performance joining techniques Due to limited energy supplies and the global endeavour to reduce CO2 emissions, renewable energy sources such as wind energy are gaining in economic interest and promise great growth opportunities. The production of ever more powerful wind turbines goes hand in hand with increasing turbine heights. This requires turbines to be produced with ever thicker walls. The process times for welding processes and the associated non-productive times increase disproportionately with the wall thickness.
This is mainly due to the significantly increased number of layers in submerged arc welding and the associated intensive seam preparation. The consumption of additional material, which is always necessary, also increases accordingly. The research project aims to establish a more economical production of tubular steel towers for wind turbines by utilising the advantages of modern high-strength steel materials and the high-performance non-vacuum electron beam welding (NVEBW) process. By using high-strength steel alloys, a reduction in the required wall thicknesses can be achieved. By using NVEBW, the total number of welding layers required can be greatly reduced. A particularly important aspect of the project is the investigation of the mechanisms of crack formation and their avoidance in the NVEBW of thick-walled components. Different strategies are being investigated and evaluated, including the consideration of heat conduction as well as alloying or through-welding. For comparison, conventionally submerged arc welded sheets and sheets welded using the NVEBW-UP process combination developed in the project are analysed metallographically and in tensile and fatigue tests. It is of great interest to enable the construction of ever taller tubular steel towers by utilising the advantages of modern steel materials and high-performance welding techniques. This research project is an important contribution to the introduction of such technologies for the construction of tubular steel towers. The findings can also be applied to other branches of industry, such as shipbuilding and crane construction.

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P 883 - Fixing of bonded mixed construction joints made of aluminium in combination with press-hardened 22MnB5 using a new riveting system Solid self-pierce riveting in combination with adhesive bonding technology is a hybrid joining technique that has a high application potential compared to a large number of alternative joining technologies, particularly with regard to the joining of high-strength materials in mixed construction. With the aim of qualifying this process for joining semi-finished thin sheet metal products made of ultra-high-strength steel with a tensile strength of around 1600 MPa in mixed joints with wrought aluminium alloys for practical application, investigations into elementary bonding and full-punch riveting as well as the combined application of these joining techniques were carried out as part of this research project. The central object of the investigations is to change the functional principle of the self-pierce riveting tools and auxiliary joining elements from the existing interactions in such a way that critical joining part deformations can be avoided and an optimised adhesive bond can be achieved. A one-piece die concept is retained, which is optimised by an adapted basic shape. The use of a support ring around the mould in combination with a flat head rivet shows a significant improvement in the joint quality. The use of two different adhesives demonstrated the robustness of the modified process variant. The performance of the optimisations achieved is also demonstrated by investigations into the load-bearing behaviour of elementary and hybrid joints under static and dynamic force application. For example, it was possible to more than double the load-bearing capacity of the joint between 22MnB5 in 1.5 mm and AA6014 in 1.15 mm compared to the conventionally joined composite. This means that the strength potential offered by the aluminium material is almost fully exploited. Finally, recommendations for the design and production handling of the process are derived from the knowledge gained. The IGF project 16789 N of the Forschungsvereinigung Stahlanwendung e.V. FOSTA, 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 research project was carried out at the Laboratory for Materials and Joining Technology at Paderborn University. Authors: O. Hahn, G. Meschut, M. Matzke Publication: 2015
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