ON THE RESIDUAL STRESS FIELD IN THE ALUMINIUM ALLOY FSW JOINTS V. Dattoma, M. De Giorgi, R. Nobile Dipartimento di Ingegneria dell’Innovazione Università degli Studi di Lecce Via Arnesano – 73100 Lecce [email protected], [email protected], [email protected] ABSTRACT In this work, we evaluate the residual stress field originated by a new welding process named Friction Stir Welding. We analysed aluminium alloy butt-welded joints. Both similar and dissimilar joints have been considered in 2024-T3 and 6082T6 aluminium alloy 0.8 and 3 mm thick. For each joint, the longitudinal and transversal residual stress distribution have been obtained in a direction normal to the weld cord. In the dissimilar joints, the longitudinal residual stress distribution is very similar to the distribution present in the traditional welded joints. It presents, in fact, a tensile region near the weld cord, which is balanced by compressive regions away. On the contrary, other joints present a low compressive stress at the weld toe, which began tensile away. Introduction Friction Stir Welding (FSW) is an innovative joining process, patented at The Welding Institute (TWI) in the 1991 [1]. The aerospace and automotive industries have devoted large attention to this welding technology since it is based on a solidstate process thus is able to weld the traditionally unweldable materials. FSW uses a rotating (non consumable) cylindrical tool that consists of a shoulder and a probe (Figure 1). Figure 1. A schematic illustration of FSW butt-joint, the two sheets are transparently represented to show the probe. The shoulder is pressed against the surface of the materials being welded, while the probe is forced between the two components by a downward force. The rotation of the tool under this force generates a frictional heat that decreases the resistance to plastic deformation of the material. The softened material then easily moves behind the tool and forms a solid state weld as the stirred material is consolidated [2-5]. This process is efficient and fast (about 4 mm/s for aluminium alloys with high thickness), and produces a high quality weld. In particular, the joint presents low distortion, excellent mechanical properties, fine microstructure, and absence of cracking. The possibility to control the welding parameters allows obtaining a high repeatability, no shielding gas neither surface cleaning is required. Therefore, FSW appears as an excellent technique, but, as the traditional welding process, also FSW introduces residual stress field potentially compromising mechanical strength. Even if the FSW is a solid-state process where the maximum temperature is lower than the melting point, the rigid clamping used impedes the contraction of the weld nugget and heataffected zone during cooling in both longitudinal and transverse directions and originates residual stresses [6]. The existence of high value of residual stress exerts a significant effect on the postweld mechanical properties, particularly the fatigue properties. Therefore, it is of practical importance to investigate the residual stress distribution in the FSW welds, considering also that the relevant literature is not at all exhaustive [3, 7-11]. In the following, we report a short review on the argument. James and Mahoney [7] measured the residual stress in Al7050-T7451, C458 Al–Li e Al2219 FSW joints by means X-ray diffraction and they observe that: the residual stress in the FSW joints was generally lower than that originates by fusion welding; the residual stress was higher at the transition between the fully recrystallized and partially recrystallized regions than that observed in other regions of the weld; - generally, longitudinal residual stresses were tensile and transverse residual stresses were compressive. Recently, Donne et al. [8] measured the residual stress by means different measurement techniques in Al2024-T3 e Al6013-T6 FSW joints, concluding that: the longitudinal residual stresses were always higher than the transverse ones, independently of the pin diameter, tool rotation rate and traverse speed; longitudinal and transversal residual stresses exhibited an ‘‘M’’-like distribution across the weld with the maximum longitudinal stress localised at about 10 mm away from the weld axis in the HAZ, on the contrary low compressive residual stress was present in the region adjacent to the HAZ; across the weld, residual stress distribution was similar in the top and root side; the width of M-distribution was proportional to the diameter of the tool and the residual stress value was proportional to welding speed and tool rotation rate; in small specimen, the maximum longitudinal residual stress was about 30–60% of the yield stress of the welded material and 20–50% of the yield stress of the base material, higher residual stresses were found in bigger specimens [9]. Peel et al. [3] analysed the aluminium alloy Al5083 concluding that: longitudinal residual stress showed an ‘‘M’’-like distribution according to Donne [8], the transversal residual stress showed a peak value at the weld center; both longitudinal and transversal residual stress were tensile in the nugget zone; peak tensile residual stress was localised at 10 mm from the weld centerline, a distance corresponding to the edge of the tool shoulder; longitudinal residual stress was proportional to welding speed, transversal residual stresses did not exhibit this dependence; longitudinal distribution showed a mild asymmetry within the nugget zone, the stresses was 10% higher on the advancing side. The common result of cited studies [3, 7–9] and others [12-14] was that, in the aluminium alloys, the maximum longitudinal residual stress was lower than 100 MPa, much lower than yield stress of the base material and the ones observed in the traditional joints. Reynolds et al. [10] studied the 304L stainless steel FSW joints and they obtained the typical distribution of residual stress originates by the fusion welding: high tensile longitudinal residual (near the base material yield stress) and a negligible transversal residual stress [15]. The tool rotation rate did not influence the peak residual stress but only slightly the tensile zone width. Longitudinal residual stress was only slightly variable with depth, whereas the transversal stress varied significantly through the thickness. Therefore, residual stress distributions differ if we consider aluminium alloys or steel joints, mainly because of the different dependence of the material properties on the temperature. The aim of this work is to evaluate the residual stress field in the aluminium alloys FSW butt-joints. In particular the Al2024-T3 e Al6082-T6 FSW joints were analysed. The peculiarity of this study is the use of thin FSW sheets, having a thickness of 0.8 and 3mm. As consequence, the residual stress field resulted limited in the peak value; on the contrary, the sheets distortion resulted more evident. The FSW process allows to join dissimilar materials without difficulty [16]. Therefore, we have analysed also Al2024Al6082 dissimilar joints with thickness of 0.8 and 3 mm. We can evaluate the influence of the thickness and of the mechanical properties on the residual stress field magnitude. Geometry and methods The residual stress field has been evaluated on different aluminium alloy FSW joints. The analysed joints are 0.8 mm thick butt-welded joints in Al2024-T3 and Al6082-T6, in both similar and dissimilar configuration. In the dissimilar configuration, also the 3 mm thick joint has been considered. The welded plate geometry is represented in Figure 2. The optimum welding parameters for each type of joint are presented in Table 1. In this table, the measurements plan is also summarised. Measurement points ondithe lower linea misura sullaface faccia inferiore Measurement linea di misura sulla line facciaon the upper face superiore 6082-T6 2024-T3 Figure 2: Analysed plate geometry and measurement points. Table 1: Experimental plan of the residual stress evaluation Joint Welding parameters Distance of the weld toe [mm] 6082-2024, t=3mm, 1 11 21 41 61 6082 side 6082-2024, t=3mm, 1 11 27 40 59 2024 side 6082-2024, t=0.8mm, n=2085 rpm, v=762 1 11 21 41 6082 side mm/min 6082-2024, t=0.8mm, n=2085 rpm, v=762 1 11 21 41 2024 side mm/min 6082-6082, t=0.8mm n=2085 rpm, v=762 1 11 21 41 mm/min 2024-2024, t=0.8mm n=1809 rpm, v=460 1 11 21 41 mm/min The residual stress measurements have been performed by means of the hole-drilling method on FSW joint 0.8 mm thick in the similar and dissimilar configuration, according to ASTM E837-01 standard. RESTAN automatic system and rectangular rosettes CEA-062UM-120 were used in the half-bridge configuration to compensate the possible thermal strain. An incremental through hole was drilled using an advancing speed of 0.08 mm/min with parabolic steps distribution. For each joint, longitudinal and transversal residual stress distribution were evaluated in a transversal section to the weld. To obtain correct measurements, the joints, significantly deformed by FSW process, were clamped to the worktable. This operation originated secondary bending strains, which were measured before the hole execution and then elaborated according to the thin shell theory, in order to calculate bending spurious stress and to correct the real stress relaxed by drilling. In the case of 3 mm thick joints, a blind hole 2 mm depth has been executed and two measurements have been carried out also on the 2024 and 6082 root side at 1 mm away from the weld toe. Results and discussions Figures 3-6 show the longitudinal and transversal residual stress distribution in each joint versus the distance of the weld axis. The graphs have been reconstructed at the half depth hole, i.e. 0.4 mm for the 0.8 mm thick joints and 1 mm for the 3 mm thick joint. Longitudinal residual stress 2024 80 Transversal residual stress 60 2 Residual stress [N/mm ] 6082 40 20 0 -65 -55 -45 -35 -25 -15 -5 -20 5 15 25 35 45 55 65 -40 -60 Distance from the weld axis [mm] Figure 3. Longitudinal and transversal residual stress distribution for 3 mm thick joint. Residual stress [N/mm2] 6082 2024 80 Longitudinal residual stress 60 Transversal residual stress 40 20 -45 -35 -25 -15 0 -5 -20 5 15 25 35 45 -40 -60 Distance from the weld axis [mm] Figure 4. Longitudinal and transversal residual stress distribution for 0.8 mm thick joint. Longitudinal residual stress 2024 80 Residual stress [N/mm2] Transversal residual stress 60 40 20 0 -20 0 5 10 15 20 25 30 35 40 45 -40 -60 Distance from the weld axis [mm] Figure 5. Longitudinal and transversal residual stress distribution for 0.8 mm thick joint, 2024-2024 configuration. Residual stress [N/mm2] Longitudinal residual stress 6082 80 Transversal residual stress 60 40 20 0 -20 0 5 10 15 20 25 30 35 40 45 -40 -60 Distance from the weld axis [mm] Figure 6. Longitudinal and transversal residual stress distribution for 0.8 mm thick joint, 6082-6082 configuration. In the dissimilar joints, the longitudinal residual stress distribution is very similar to those originated by the traditional welding process. The thicker joint presents a higher residual stress field with respect to the thinner joint and the maximum stress is localised on the Al2024 side which is characterised by a higher yield strength than the Al6082. According to [8, 9], the peak stress is about 20% of the yield strength of the base material (Table 2) in the thicker joint, but it is lower in the thinner joint, in all cases it is localised at the weld toe on the advancing side. Table 2. Mechanical properties of the base materials Al2024-T3 and Al6082-T6 [17-20]. σy [N/mm2] 345 250 E [N/mm2] 73000 73000 Aluminium alloy Al 2024 Al 6082 σu [N/mm2] 483 290 A % at break 18 10 The transversal residual stress is generally lower than longitudinal residual stress. The similar joints present a low compressive residual stress field near to the weld toe, which become tensile away. Considering the in-depth distribution (Figure 7-8), we observe that in the thicker joint the longitudinal residual stress is significantly higher than the transversal residual stress, while in the thinner joint we have an hydrostatic residual stress field. Longitudinal residual stress Transversal residual stress 40 2 Residual stress [N/mm ] 60 20 0 0 0,2 0,4 0,6 0,8 1 1,2 1,4 1,6 1,8 2 -20 -40 -60 Depth [mm] Figure 7. The in-depth residual stress distribution for 3 mm thick dissimilar joint, on 6082 side Longitudinal residual stress 60 2 Residual stress [N/mm ] Transversal residual stress 40 20 0 0 0,2 0,4 0,6 0,8 -20 -40 -60 Depth [mm] Figure 8. The in-depth residual stress distribution for 0.8 mm thick dissimilar joint, on 6082 side The measurements on the root side show that the residual stress field is not significantly different on the top and bottom surfaces, neither on Al2024 neither on the Al6082 side. Conclusions In this work, the residual stress field has been evaluated in FSW butt-joints. The analysed joints were in two different aluminium alloys: Al2024-T3 e Al6082-T6, obtained by welding sheets with thickness of 0.8 e 3 mm in the similar and dissimilar configuration. The longitudinal and transversal residual stress distributions were obtained in a transversal path of the weld cord by the hole-drilling method. The first striking result, in the case of the dissimilar joints, was that the longitudinal residual stress distribution was very similar to that originated by the fusion welding process, according to Donne [8] and Peel [3] relatively to the measurements performed at the weld toe and away from it. We cannot say whether we are in presence of an M-distribution because we did not perform the measurements on the weld cord but we can certainly state that the longitudinal peak value was found at a distance corresponding to the edge of the tool shoulder [3]. The transversal residual stress was in general compressive and lower than the longitudinal residual stress [7]. Both longitudinal and transversal residual stress were lower than that observed in the traditional joints. The longitudinal residual stress was about 20% of the base material yield stress, at least in the thicker joints. The longitudinal peak values on the top and the root surface, near the weld cord, were similar both on the Al2024 both on the Al6082 side. In the dissimilar joints, the residual stress distribution was asymmetric with respect to the weld axis. In the thicker joint, the longitudinal peak value was in the Al2024 side (with highest yield strength), it was the opposite in the thinner joint. This arises from the fact that in the first case the advancing side was the Al2024 side, while in the second case the advancing side was the Al6082 side [3]. Considering the in-depth distribution, it can be observed a similar behaviour but also a significant difference in the values, since in the thicker joint very high longitudinal residual stresses were present. References 1. 2. 3. 4. Thomas WM, Nicholas ED, Needham JC, Murch MG, Templesmith P, Dawes CJ. International Patent Application No. PCT/GB92/02203. Thomas W. M., Nicholas E. D., “Friction stir welding for the transportation Industries”, Materials & Design, Vol. 18, 4/6, pp. 269-273, (1997). Peel M., Steuwer A., Preuss M., Withers P.J., “Microstructure, mechanical properties and residual stresses as a function of welding speed in aluminium AL5083 friction stir welds”, Acta Materialia 51, pp. 4791–4801, (2003). Staron P., Koçak M., Williams S., Wescott A., “Residual stress in friction stir-welded Al sheets”, Physica B, 350, e491–e493, (2004). 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Guerra M., Schmidt C., McClure J.C., Murr L.E., Nunes A.C., “Flow patterns during friction stir welding”, Materials Characterization, 49, pp. 95– 101, (2003). Mishra R.S., Ma Z.Y., “Friction stir welding and processing”, Materials Science and Engineering R 50, pp. 1–78, (2005) James M., Mahoney M., in: Proceedings of the First International Symposium on Friction Stir welding, Thousand Oaks, CA, USA, June 14–16, (1999). Donne C.D., Lima E., Wegener J., Pyzalla A., Buslaps T., in: Proceedings of the Third International Symposium on Friction Stir Welding, Kobe, Japan, September 27–28, (2001). Wang X.L., Feng Z., David S., Spooner S., Hubbard C.S., in: Proceedings of the Sixth International Conference on Residual Stresses (ICRS-6), IOM Communications, Oxford, UK, pp. 1408–1420, (2000). Reynolds A.P., Wei Tang, Gnaupel-Herold T., Prask H., “Structure, properties, and residual stress of 304L stainless steel friction stir welds”, Scripta Materialia 48, pp. 1289–1294, (2003). Zhu X.K., Chao Y.J., “Numerical simulation of transient temperature and residual stresses in friction stir welding of 304L stainless steel”, Journal of Materials Processing Technology 146, pp. 263–272, (2004) Chen C.M., Kovacevic R., “Finite element modeling of friction stir welding—thermal and thermomechanical analysis”, International Journal of Machine Tools & Manufacture 43, pp. 1319–1326, (2003) John R., Jata K.V., Sadananda K., “Residual stress effects on near-threshold fatigue crack growth in friction stir welds in aerospace alloys”, International Journal of Fatigue, 25, pp. 939–948, (2003) Fratini L., Zuccarello B., “An analysis of through-thickness residual stresses in aluminium FSW butt joints”, International Journal of Machine Tools & Manufacture 46, pp. 611–619 , (2006) ASM Handbook, vol. 6: Welding, Brazing, and Soldering, ASM International, USA, 1995, p. 1097. Cavaliere P., Nobile R., Panella F.W., Squillace A., “Mechanical and microstructural behaviour of 2024–7075 aluminium alloy sheets joined by friction stir welding”, International Journal of Machine Tools and Manufacture, 46, pp: 588-594, (2006) ASM Metals Reference Book, Third edition, Michael Bauccio, Ed. ASM International, Materials Park, OH, 1993. Metals Handbook, Vol.2 - Properties and Selection: Nonferrous Alloys and Special-Purpose Materials, ASM International 10th Ed. 1990. Metals Handbook, Howard E. Boyer and Timothy L. Gall, Eds., American Society for Metals, Materials Park, OH, (1985). Structural Alloys Handbook, John M. (Tim) Holt, Technical Ed; C. Y. Ho, Ed., CINDAS/Purdue University, West Lafayette, IN, (1996).
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