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Eingeladener Vortrag
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In einem Forschungsvorhaben wurde der Einfluss von fertigungsbedingten Spalten von bis zu 3 mm auf das Tragverhalten der Widerstandspunktschweißverbindungen aus Stählen am Beispiel von HX340LAD+Z (Werkstoffnummer 1.0933), HCT780X+Z (1.0943), HCT980C (1.0955) und 22MnB5+AS140 untersucht. Neben spaltabhängigen Schweißbereichen wurden auch statische Festigkeit, dynamische Festigkeit sowie Schwingfestigkeit betrachtet. Schließlich wurden ein Prozesssicherheitskoeffizient sowie eine Prozess-Festigkeits-Kenngröße abgeleitet, mit deren Hilfe der Anwender das Verhalten der Punktschweißverbindungen unter Spalteinfluss beurteilen kann.
For spot-welded joints, the resistance to
mechanical stress depends on the local strength properties
and gradients in the weld area. The commonly used
methods for investigating the stress–strain behaviour across
the weld area are connected with a high level of sample
preparation and with considerable limitations in local resolution.
A promising method for determining locally
resolved stress–strain curves is the instrumented indentation
test in connection with the method of representative
stress and strain (RS) and the method of artificial neural
networks (NNs). The stress–strain properties of the weld
nugget and the base metal determined by these two methods
are compared and discussed, additionally in relation to
the stress–strain curves obtained from the tensile test. The
measured Vickers hardness across the weld area is compared
with the evaluated local stress–strain properties.
Three steels used in automobile manufacturing are investigated:
mild steel DC04 and two advanced high-strength
steels (TRIP steel HCT690T and martensitic steel HDT
1200M). The results of the two methods (RS and NN) show
good correspondence for the base metal area but some
significant differences for the weld nugget. Comparing the
data across the weld area, no evidence of the presence of
residual stress (which would influence the results) was
found.
Study of fatigue behavior for spot welded tensile shear specimens of advanced high strength steels
(2012)
For automotive body-in-white applications the influence of manufacture-related gaps between the steel sheets and also of manufacture-related surface cracks on the fatigue behavior of tensile shear specimens for spot welded TRIP steel was analyzed. It was shown that gaps between the steel sheets reduce the fatigue strength, whereas the fatigue behavior is neither influenced by cracks in the electrode indentation area nor in the heat effected zone.
In this study, the influence of production-related gaps on the shear tension strength and fatigue performance was investigated for resistance spot welded TRIP steel HCT690. Furthermore, the local strain distribution in shear tension test was calculated by the digital image correlation technique (DIC). The static shear tension strength was found to be almost independent of gaps up to 3 mm. The maximum local strain in the spot weld region however decreases depending on which sample side (deformed or undeformed) is considered. In addition, it has been ascertained that gaps of 3 mm lead to a significant drop in fatigue life compared to gap-free shear tension samples. This fact could be attributed to decreased stiffness, higher transverse vibration and higher rotation (θ) between the sheets as well as increased local stress calculated by 2 dimensional FE simulation.
In lightweight car body shell mass production, due to requirements on vehicle weight reduction and carbon dioxide emissions, joining of advanced high strength steels (AHSS) with different joining procedures and especially hybrid bonding techniques is becoming more and more important. One of these hybrid bonding techniques is the combination of resistance spot welding and adhesive bonding called weldbonding. One of the important advantages of weldbonded joints in comparison to resistance spot welded joints are the enhanced mechanical properties. To guarantee sufficiently high quality conditions regarding the strength of the weldbonded joints, the influences of the applied adhesive systems and of different base metal combinations are studied. This is carried out for both non-corrosive and corrosive environments and for the choice of different joining parameters settings. In particular, the mechanical behaviour of the weldbonded joints is investigated under quasi-static, impact and fatigue loads. Furthermore, the energy absorption of the weldbonded joints for both non-corrosive and corrosive environments is studied. It is shown that the weldbonded joints possess higher mechanical strengths in all load cases (quasi-static, impact and fatigue). Corrosive attack affects weldbonded joints, and the quasi-static strength is reduced. Resistance spot welded joints are not affected by the corrosive attack, but even after several weeks of corrosive attack, the quasi-static strength of weldbonded joints remains higher than that of resistance spot welded joints.