
The loads occurring in crash scenarios are locally very different and complex. In principle, the mechanically loaded structures are subject to very different stress states and load velocities. These different load …
The loads occurring in crash scenarios are locally very different and complex. In principle, the mechanically loaded structures are subject to very different stress states and load velocities. These different load patterns have different effects on the deformation and failure behaviour of the materials used. As the deformation behaviour influences the failure, it is necessary to know both of the aforementioned properties precisely in order to realistically simulate complex structures. systematic investigations. Therefore, one of the main objectives of this project is to experimentally characterise certain application-relevant steels in detail and to propose or provide corresponding suggestions for the efficient modelling of deformation and failure behaviour depending on the main influencing variables of multiaxiality and strain rate mentioned at the beginning.
In addition, thermal effects occur in real crash situations due to both high strain rates and the different multiaxial loads, which in turn can be explained by the deformation energy partially converted into heat and by transient heat conduction processes. As a result, adiabatic temperature increases occur locally in the constriction area, which influence the deformation and failure behaviour and must also be taken into account. The aim of the project was therefore also to systematically investigate the deformation and failure behaviour of steels for automotive construction under crash-like multi-axial loads by means of experimental and numerical investigations. For the three lightweight steels HX340LAD, HCT980X+Z110MB and 22MnB5 AS with different strengths, both static and dynamic tests were carried out on flat tensile, 0° inclined shear tensile, notched tensile, punched tensile and Nakajima specimens. The deformations occurring in the test piece under dynamic load were recorded The deformations occurring in the test piece under dynamic load were recorded using state-of-the-art high-speed video cameras, whereby 3D video recordings were made for the nakajima tests. The optical method of grey value correlation analysis was used to evaluate local strains up to the onset of failure. High-speed infrared measurements were used to document the adiabatic temperature increases occurring in the highly deformed zones during crash loads. The exact failure location and the failure mode (shear/tensile fracture) were determined by video analysis and fractography. The maximum strains measured at the failure location immediately before the fracture were plotted as failure curves in failure diagrams as a function of the stress multiaxiality calculated with FE for both static and crash-type loads. Overall, the results for the analysed materials show decreasing failure curves from the shear tensile to the notch tensile range. In the biaxial tensile range, the values for the failure strain are then significantly higher again. This is due to different stress states in biaxial tensile loading (plane stress state) compared to notch tensile loading (triaxial stress state), which are also reflected in significantly different lode parameters. With increasing strain rate, moderately higher failure strains occur for the flat tensile tests for HX340LAD and HCT980X+Z110MB; for 22MnB5 AS there were initial indications of significantly lower failure strains. In the shear range, the failure strain is generally lower with increasing strain rate. This is probably due to the very large strains occurring under shear in a narrow, highly deformed shear zone. The high local deformation work implemented there leads to large adiabatic heating, which was measured at over 200 K at crash-like test speeds for the microalloyed steel HX340LAD and apparently promotes slippage. High-speed tensile tests are therefore not sufficient to calibrate a failure curve under dynamic loading, because the shape of the failure curve changes depending on the strain rate and the lower shear strain values under crash-like compared to static loading must be taken into particular account in crash simulations. The strength class of the steel also plays a decisive role in the influence of the strain rate on the failure curve. In contrast to the other two materials, the highest-strength steel 22MnB5 already shows lower failure strains in the tensile range with increasing strain rate. Since adiabatic effects play an important role in the precise description of the deformation behaviour under dynamic crash-like loads, thermomechanically coupled material models were tested and their behaviour investigated. Due to the specifications of the industrial companies involved, fully coupled thermomechanical modelling had to be dispensed with, as an efficient description of the deformation behaviour without the time-consuming implementation of the heat conduction equation is important. Therefore, a pseudo-thermomechanical model without heat conduction with a strain rate-dependent Taylor-Quinney coefficient was proposed and implemented and extensively tested with a partner (SME) involved in the project. The deformation behaviour could be well adapted to the global force-displacement curves of the different materials with the pseudo-thermomechanical model. The local strain distributions also show good agreement with the local strain measurements from ARAMIS in most cases. Only the bending- and biaxial-dominant simulations of the Nakajima tests show partially larger deviations from the experimentally determined local strain measurements, whereas the global force-displacement curves of these calculations show very small deviations at the same time. Overall, the deformation behaviour could be simulated satisfactorily for all tested materials at all tested strain rates and multiaxialities. The failure behaviour was described using a strain-based model, which is based on damage evolution, which in turn depends on the current stress state. The damage evolution was not coupled with the evolution of the current stress state in order to allow separate non-interacting adjustments of the deformation and failure behaviour. Despite this simplifying assumption, the global failure behaviour could be well adapted to the majority of the tests. A failure curve was determined for each investigated strain rate within a material, which is necessary for the calibration of the damage model. The deviations of the simulated local failure strains from the experiments are acceptable in most cases, although for biaxial-dominant loads the difference to the ARAMIS measurements is somewhat greater compared to the other triaxiality ranges. Overall, the experimentally recorded material behaviour of the investigated materials could be described well with the proposed and used models, although the ductility of the lightweight steels is very different. The thermal behaviour can also be described well with the simplified pseudo-thermomechanical model for the majority of the load conditions investigated, although shear-dominant multiaxialities can be partially problematic due to the strong localisation.

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P 1011 - Use of modified spray arc processes to optimise welding-related stresses on components made of high-strength fine-grain structural steels Due to current lightweight construction efforts and demands for energy and resource efficiency, high-strength fine-grain structural steels with yield strengths ≥ 690 MPa are increasingly being used in modern steel structures. These are primarily processed with yield strengths of up to 960 MPa and joined using MAG welding processes. Modern inverter technology has recently enabled numerous company developments (e.g. "DeepARC", "forceArc"), which have led to modified spray arc welding (mod. SLB) with similar properties. In addition to the well-known economic advantages of these mod. SLB, the reduced possible seam opening angles and the lower heat input are expected to have a positive effect on welding-related stresses. Initial residual stress analyses in previous weldability tests with mod. SLB have already shown lower residual tensile stresses in the weld seam in free-shrinking laboratory samples compared to conventionally welded samples. However, the operationally stable design of high-strength welded constructions and the utilisation of high yield strengths require sufficient quantification of welding-related stresses in mod. SLB under defined, component-relevant shrinkage restraint. This concerns both the forces and stresses in the local weld seam area and the overall stress as well as the influence of heat conduction, component geometry, degree of clamping and seam opening angle. There was hardly any knowledge of this in the industry, especially among SMEs, and the aim of this research project was therefore to develop this knowledge. The comparative investigations with conventional arc and mod. SLB with adapted seam configuration were carried out with the aid of special testing equipment that can be used to model real component stiffnesses. With both process variants, weld seams could be realised with the selected parameters while fulfilling the requirements for the mechanical-technological properties. During the analyses, a significant reduction in internal stresses due to reduced heat input was observed when using a seam configuration with a lowered seam opening angle. In particular, the narrower seam gaps proved to be effective in reducing multi-axial stress states due to bending moments in the welds close to the component. The knowledge gained and recommendations made were presented to the relevant standardisation committees in order to facilitate simpler design and safe processing of high-strength fine-grain structural steels in the medium term, especially for SMEs. Standardisation can reduce qualification and approval costs, which are currently often necessary when using high-strength steels. Furthermore, the results will enable companies to utilise the technical and economic advantages of mod. SLB processes and to achieve significant savings in filler metal, welding and set-up time as well as optimised results with regard to the load-bearing capacity of components, taking into account the inherent stresses, and to increase productivity. Publication: 2017 Authors: T. Kannengießer, D. Schröpfer
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P 1014 - Development of a concept to evaluate the brittle fracture tendency of high-strength bolts of large dimensions when used at low temperatures High-strength HV system bolt assemblies are increasingly being used as prestressed assemblies in large dimensions up to M72 in highly stressed steel structures. In addition to static and cyclical stresses, the connections are also exposed to low temperatures. It is known that the risk of brittle fracture increases with increasing thickness of steel components at low temperatures - in principle, this also applies to larger bolt diameters. In this research project, systematic investigations were carried out into the brittle fracture tendency of high-strength bolts of large dimensions in the diameter range from M24 to M64 at low temperatures. First, the mechanical properties were characterised and the fracture toughness behaviour was described in the form of notched bar impact tests and fracture mechanics tests. The transition temperatures from the notched bar impact test and fracture mechanics test could be correlated with each other using existing correlation approaches. By analysing finite element calculations, it was possible to identify the stress state in the first load-bearing thread as decisive with regard to brittle fracture. In component tests at low temperatures, in which the screws were pre-damaged from a mechanically introduced notch under a fatigue load, it was clearly demonstrated that the screw steels currently used are not at risk of brittle fracture when used at temperatures down to -50 °C. Based on the test results, fracture and damage mechanics calculation models were created in order to define minimum requirements for the material properties to prevent brittle fracture. The damage mechanics model showed very conservative results here, so that it is currently not possible to derive minimum requirements without further development. The fracture mechanics model was able to reproduce the test results, but also delivered conservative results in the derivation of minimum requirements. The fracture mechanics model must be further verified on the basis of a broader database. In the present research project, however, a fundamental evaluation of the brittle fracture tendency of high-strength bolts of large dimensions at low temperatures was carried out. It was shown that the bolt steels currently used are not susceptible to brittle fracture when used at low temperatures. Publication date: April 2019 Authors: Prof. Dr.-Ing. habil. N. Stranghöner, Ch. Lorenz, M.Sc., Prof. Dr.-Ing. M. Feldmann, S. Citarelli, M.Sc., Prof. Dr.-Ing. W. Bleck, Prof. Dr.-Ing. S. Münstermann, Dr.-Ing. Brinnel
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P 1016 - Self-pierce riveting of high-strength steel materials in mixed structures using self-clinching self-pierce riveting elements The statutory regulations to reduce greenhouse gas emissions are prompting the automotive industry to implement consistent lightweight construction. The reduction of CO2 emissions to an average of 95g CO2/km in passenger car traffic by 2020 has been decided. The vehicle body, which accounts for over 30% of the total weight, offers the greatest potential for implementing lightweight construction, which can be achieved by using high-strength steels and other lightweight materials such as aluminium. In particular, the mixed construction of press-hardened steel and aluminium in combination with adhesive bonding leads to economical lightweight construction solutions. One suitable technology for joining this combination of materials is full-punch rivet bonding. However, full-punch rivet bonded joints lead to gaps between the parts to be joined and thus to poor adhesive bonding, especially when using particularly thin materials for the parts to be joined. The aim of the research project is to develop a modified self-pierce riveting technology for joining high-strength sheet materials with aluminium alloys. This is achieved by modifying the solid self-pierce riveting process so that it works without an embossing ring on the die-side tool. The embossing contour is positioned directly under the setting head of the rivet. Joints produced using the innovative self-clinching self-pierce riveting process should then be characterised by low joining process-related deformations and good adhesive bonding. As part of the research project, geometry optimisations were carried out using simulation, which were validated by experimental investigations. The flexibility of the newly developed process was then determined on the basis of a process analysis. In addition, the joining properties of the process in combination with adhesives were optimised and the property profile recorded as part of investigations into hybrid joining. A joining process was developed with which it is possible to produce efficient and economical joints from 22MnB5 sheets and aluminium sheets in the thin sheet range. Publication: 2017 Authors: Prof. Dr.-Ing. G. Meschut
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P 1018 - Characterisation and modelling of the influence of softening zones on weld spots of ultra-high and high-strength steels under crash load on component behaviour In automotive engineering, high-strength steels are increasingly being used in thin sheet thicknesses for lightweight construction reasons in order to increase energy efficiency and passive safety while at the same time conserving resources. Currently and in the future, the established and highly automatable resistance spot welding process will be used to join the individual components made from these high-strength steels to form a load-bearing structure. During spot welding, softening zones form in high-strength steels due to tempering effects, which can jeopardise component integrity. The aim of the research project is to establish a generally valid relationship that describes the reduction in the strength of spot-welded high-strength sheets as a function of the geometric dimensions of the softening zone and the strength mismatch of the joint. The influences of the welding parameters on the formation of the softening zone are investigated and experimentally verified by numerical process simulation of spot welding. Spot-welded joints with geometrically different formation of the softening zone are produced and their influence on the mechanical properties of the welded steel sheet is demonstrated. This is investigated on press-hardened 22MnB5 and on complex-phase steel HCT980C. The KS-2 test technique is used to examine the influence of softening zones on the head tension and shear tension load-bearing capacity of the spot welds. With these tests and the characterisation of the softening zone, modelling recommendations for weld spot replacement models for crash simulation are drawn up and validated by simulating the sample component tests and T-impact tests carried out. The hardness measurements in the cross-section of the spot welds in the high-strength steels HCT1180X, HCT980X and HTC980C show all hardness reductions, i.e. softening zones, next to the spot welds. In tensile and puncture tests with samples that contained spot welds with softening zones in the test area, HCT1180X in particular showed the greatest reduction in strength and elongation at break, while the tensile strength of HCT980C and HCT980X was not reduced, but the elongation at break was significantly reduced. If the crack initiation occurs in the softening zone of a weld spot in component tests with bending and superimposed tensile loading, the crack propagates into the base material under further loading. These results are incorporated into a simulation methodology for the evaluation of crack formation in softening zones. This enables steel users in design and calculation to make statements about the load-bearing capacity of spot-welded constructions made of ultra-high-strength and ultra-high-strength steels. This enables the efficient and economical development of spot-welded components made of ultra-high-strength steels and thus contributes to the qualification of these steels for new spot-welded lightweight components. The IGF project 17991 N of 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 Fraunhofer Institute for Mechanics of Materials IWM, Freiburg, at the Laboratory for Materials and Joining Technology (LWF) at the University of Paderborn and at the Materials Testing Institute MPA, Stuttgart. Publication: 2019 Authors: Dr.-Ing. Silke Sommer, Dipl.-Ing. Lilia Schuster, Prof. Dr.-Ing. Gerson Meschut, Dipl.-Ing. Gökhan Tümkaya, Dr.-Ing. David Hein, Prof. Dr.-Ing. Stefan Weihe, Dipl.-Ing. Fabian Schreyer, Dr.-Ing. Ulrich Weber
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