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Cost savings using different post-welding treatments on an I-beam subject to fatigue load

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Abstract

In the framework of this work, research has been carried out to obtain current data on the potential of post-weld treatment (PWT) since new PWT technologies appeared in the last years, and the older technologies have been improved. The economy of post-welding treatments is illustrated by means of a numerical example of a simply supported welded I-beam loaded in bending by a pair of pulsating forces. The vertical stiffeners are welded to the I-beam upper flange by double fillet welds, which cause a significant decrease of fatigue stress range. This low-fatigue stress range is improved by various post-welding treatments. Based on the published experimental data, it is possible to determine the measure of the increase of the fatigue stress range as well as the required treatment time for grinding, TIG dressing, hammer peening and ultrasonic impact treatment. This article provides an overview of current PWT methods and the possible improvement in fatigue strength. Furthermore, optimization of a welded I-beam has been conducted to reduce the fabrication cost. The data from the research in the form of increase in fatigue strength and application speed were included in this optimization. The treatment time is included into the cost function and the improved fatigue stress range is considered in the fatigue constraint. The comparison of costs for optimum structural versions with and without treatments shows the economy of different treatment methods. This comparison helps designers to consider the applicability of PWT and select the best available method.

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References

  1. Hobbacher A. et al. (2007) IIW Recommendations for fatigue design of welded joints and components, International Institute of Welding (IIW), Doc. XIII-2151r3-07_XV-1254r3-07_IIW-rec-26, 148 p

  2. Roy S, Fisher JW Improving fatigue strength of welded joints by ultrasonic impact treatment, IABSE Symposium Report, IABSE Symposium, Shanghai 2004: Metropolitan Habitats and Infrastructure, pp. 206-211(6)

  3. Haagensen P, Maddox S (2009) IIW Recommendations on post weld improvement of steel and aluminium structures, International Institute of Welding (IIW), Doc. XIII-2200r3-07

  4. Pederson M, Mouritsen O, Hansen M, Andersen J, Wenderby J (2009) Comparison of post weld treatment of high strength steel welded joints in medium cycle fatigue, International Institute of Welding (IIW), Doc. XIII-2272-09

  5. Gerster P (2008) Verlängerung der Lebensdauer v. Schweißkonstruktionen durch die UIT-Technologie, (Applied Ultrasonics Europe, Ehingen), Vortrag Duisburger Schweißtage

  6. Kirkhope KJ, Bell R, Caron L, Basu RI, Ma K-T (1999) Weld detail fatigue life improvement techniques. Part 1: review. Mar Struct 12:447–474

    Article  Google Scholar 

  7. Hasegawa M, Suzuki H, Miura K (2009) Effect of strong shot peening cleaning and hot galvanizing on fatigue strength of steel welded joint. Weld Int 23(5):360–368

    Article  Google Scholar 

  8. Dokumentation D 761, "REFRESH—extension of the fatigue life of existing and new welded steel structures", Verlag und Vertriebsgesellschaft mbH, Düsseldorf (2010)

  9. Schaumann P, Keindorf C (2007) Enhancing fatigue strength by ultrasonic impact treatment for welded joints of offshore structures, Third International Conference on Steel and Composite Structures (ICSCS07), Manchester, UK

  10. "Pfeiffer HiFIT post weld treatment" product brochure (2009)

  11. Kirkhope KJ, Bell R, Caron L, Basu RI, Ma KT (1999) Weld detail fatigue life improvement techniques.Part 2: application to ship structures, In: Marine Structures 12;477–496

  12. Zaczek Z (1991) Increasing the fatigue strength of welded joints. Weld Int 5(12):990–994

    Article  Google Scholar 

  13. Woodley CC (1983) Practical applications of weld toe grinding. In Improving the Fatigue Strength of Welded Joints. The Welding Institute, Abington, Cambridge, UK,19–22

  14. Tai M, Miki C (2012) Improvement effects of fatigue strength by burr grinding and hammer peening under variable amplitude loading. 56(8):109–117

  15. Lopez Martinez L, Blom AF, Trogen H, Dahle T (1997) Fatigue behaviour of steels with strength levels between 350 and 900 MPa influence of post weld treatment under spectrum loading, Proceedings of the North European Engineering and Science Conference, (NESCO). In: Blom AF (ed) Welded High-Strength Steel Structures”. EMAS Publishing, Stockholm, London

    Google Scholar 

  16. Hasegawa M, Ohta K, Suzuki H (2004) Improvement of fatigue strength of SM490A welded joints by high-hardness/high-specific gravity shot peening. Weld Int 18(3):181–188

    Article  Google Scholar 

  17. Braid JEM, Bell R, Militaru DV (1997) Fatigue life of as-welded, repaired, and hammer-peened joints in high-strength structural steel. Weld World 39(5):248–261

    Google Scholar 

  18. Yildirim H.C., Marquis G.B. (2012) Fatigue strength improvement factors for high strength steel welded joints treated by high frequency mechanical impact. Int J Fatigue, 41; (accepted for publication) http://dx.doi.org/10.1016/j.ijfatigue.2012.05.002

  19. Yekta RT, Ghahremani K, Walbridge S (2013) Effect of quality control parameter variations on the fatigue performance of ultrasonic impact treated welds. Int J Fatigue. doi:10.1016/j.ijfatigue.2013.06.023

    Google Scholar 

  20. Walbridge S, Nussbaumer A (2008) A probabilistic assessment of the effect of post-weld treatment on the fatigue performance of tubular truss bridges. Eng Struct 30:247–257

    Article  Google Scholar 

  21. Wang T, Wang D, Huo L, Zhang Y (2009) Discussion on fatigue design of welded joints enhanced by ultrasonic peening treatment (UPT). Int J Fatigue 31:644–650

    Article  Google Scholar 

  22. Weich I, Ummenhofer T (2011) Effects of high-frequency peening methods on the surface layers and the fatigue strength of welded details. Mater Manuf Process 26(2):288–293

    Article  Google Scholar 

  23. Weich I, Ummenhofer T, Nitschke-Pagel TH, Dilger K, Eslami H (2009) Fatigue behaviour of welded high-strength steels after high frequency mechanical post-weld treatments, Doc. IIW-2001-09 (ex-doc. XIII-2154r1-07). Weld World 53(11/12):322–332

    Article  Google Scholar 

  24. Weich I (2011) Edge layer condition and fatigue strength of welds improved by mechanical post-weld treatment. Weld World 55(2):3–12

    Article  Google Scholar 

  25. Tilly GP, Jackson PA, Maddox SJ, Henderson R (2010) Fatigue strengthening of welds in light rail structures, in: Proceedings of the Institution of Civil Engineers Bridge Engineering 163 September Issue BE3 pages 147–152

  26. Janosch JJ, Koneczny H, Debiez S, Statnikov EC, Troufiakov VJ, Mikhee PP (1996) Improvement of fatigue strength in welded joints (in HSS and aluminium alloys) by ultrasonic hammer peening. Weld World 37(2):72–83

    Google Scholar 

  27. Vilhauer B, Bennett CR, Matamoros AB, Rolfe ST (2012) Fatigue behavior of welded coverplates treated with ultrasonic impact treatment and bolting. Eng Struct 34:163–172

    Article  Google Scholar 

  28. Marquis GB, Mikkola E, Yildirim HC, Barsoum Z Fatigue strength improvement of steel structures by high-frequency mechanical impact: proposed fatigue assessment guidelines. Welding in the World, online first. doi:10.1007/s40194-013-0075-x

  29. Miki C, Anami K, Tani H, Sugimoto I (1999) Methods for fatigue strength improvement by weld toe treatment. Weld Int 13(10):795–803

    Article  Google Scholar 

  30. Horn AA, Huther I, Lieurade HP (1998) Fatigue behaviour of T-joints improved by TIG dressing. Weld World 41(4):273–280

    Google Scholar 

  31. Roy S, Fisher JW (2006) Modified AASHTO design S–N curves for post-weld treated welded details, bridge structures. Assess Des Constr 2(4):207–222

    Google Scholar 

  32. Maddox SJ (1982) Improving the fatigue lives of fillet welds by shot peening. Proceedings IABSE Colloquium on Fatigue of Steel and Concrete Structures. Lausanne, Switzerland

  33. Jármai K, Farkas J, Haagensen PJ (2000) Effect of post-welding treatment on the optimum fatigue design of welded I-beams. Weld World 44(2):56–59

    Google Scholar 

  34. Eurocode 3: Design of steel structures - Part 1–9: Fatigue, EN 1993-1-9:2005

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Acknowledgments

The research was supported by the TÁMOP 4.2.4.A/2-11-1-2012-0001 priority project entitled ‘National Excellence Program’—development and operation of domestic personnel support system for students and researchers, implemented within the framework of a convergence programme, supported by the European Union, co-financed by the European Social Fund. The research was supported also by the Hungarian Scientific Research Fund OTKA T 109860 project and was partially carried out in the framework of the Center of Excellence of Innovative Engineering Design and Technologies at the University of Miskolc. Thanks for the Erasmus exchange programme between universities of Miskolc and Magdeburg, wherein Mr. Pahlke could join this project.

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Correspondence to Károly Jármai.

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Doc. XIII-2499-13, XV-1442-13, recommended for publication by Commission XV “Design, analysis and fabrication of welded structures”.

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Jármai, K., Pahlke, H. & Farkas, J. Cost savings using different post-welding treatments on an I-beam subject to fatigue load. Weld World 58, 691–698 (2014). https://doi.org/10.1007/s40194-014-0150-y

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