
"Pre-punching by shear cutting for functional elements and clinch points in ultra-high-strength steels" The aim of the project was to set specific geometry ratios for pilot holes and to investigate their quantitative …
P 986 - Pilot hole insertion using shear cutting for functional elements and clinch points in ultra-high-strength steels "Pre-punching by shear cutting for functional elements and clinch points in ultra-high-strength steels" The aim of the project was to set specific geometry ratios for pilot holes and to investigate their quantitative effect on the formation and load-bearing capacity of the joint and to work out to which materials these effects can be transferred or applied. The results derived from this are 1. piercing of ultra-high-strength steels with minimum force requirement and reduction of reaction forces of up to 60% can be realised by bevel cutting, 2. targeted adaptation of the pilot hole and hole wall geometry to the requirements of setting functional elements and clinching can be realised by parallel and diagonal cutting, 3. integration of additional functions of the pilot hole for functional elements and clinching points in the sheet metal plane to increase torsional rigidity and independence of assembly direction is possible, 4. fundamental statements on a new clinching variant for high-strength and press-hardened steels, which makes it possible to perform joining tasks that cannot be joined using previous methods for geometric and/or material reasons, as only the forming capacity of the punch-side joining partner must be taken into account, can be made. only has to be taken into account, 5. testing of the load-bearing capacity of joints optimised in this way was carried out. From an economic point of view, this results in lower system and tool loads during the cutting process, which leads to an increase in tool life.
This allows systems and tools to be dimensioned smaller so that, for example, lighter C-clamps with greater freedom of movement and action can be used. The project results lead to an expansion of the range of applications for existing products and systems, as joining can be carried out with existing tools. The new technical findings could be transferred to practical application in the short term, in some cases without modifying the system, as the joining systems are already integrated into the production process. The setting devices of these joining systems and the assembly process do not require any modification, as the pre-hole operation can be decoupled from the joining process in terms of location and time. A tool or model change, a design-related component change or the introduction of a new product can define the time for implementation.

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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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