Effect of post-weld heat treatment on the fatigue strength of HFMI-treated mild steel joints
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  • 作者:M. Leitner ; W. M?ssler ; A. Putz ; M. Stoschka
  • 关键词:Fatigue improvement ; Mechanical stress relief ; Post ; weld heat treatment (PWHT) ; Residual stresses ; Weld toes ; Peening
  • 刊名:Welding in the World
  • 出版年:2015
  • 出版时间:November 2015
  • 年:2015
  • 卷:59
  • 期:6
  • 页码:861-873
  • 全文大小:5,280 KB
  • 参考文献:1.Kainuma S, Mori T (2008) A study on fatigue crack initiation point of load-carrying fillet welded cruciform joints. Int J Fatigue 30:1669-677CrossRef
    2.Saiprasertkit K, Sasaki E, Miki C (2014) Fatigue crack initiation point of load carrying cruciform joints in low and high cycle fatigue regions. Int J Fatigue 59:153-58CrossRef
    3.Hobbacher A (2009) IIW recommendations for fatigue design of welded joints and components, WRC bulletin 520. The Welding Research Council, New York
    4.Lotsberg I (2014) Assessment of the size effect for use in design standards for fatigue analysis. Int J Fatigue 66:86-00CrossRef
    5.Barsoum Z, Jonsson B (2011) Influence of weld quality on the fatigue strength in seam welds. Eng Fail Anal 18:971-79CrossRef
    6.Gerster P., Sch?fers F. and Leitner M (2013) Pneumatic impact treatment (PIT)-application and quality assurance. IIW-Document XIII-WG2-138-13
    7.And LM, Stoschka M (2012) Influence of steel grade on the fatigue strength enhancement by high frequency peening technology on longitudinal fillet weld gusset. J Eng Technol 1(3):80-0
    8.Cheng X, Fisher J, Prask H, Gn?upel-Herold T, Yen B, Roy S (2003) Residual stress modification by post-weld treatment and its beneficial effect on fatigue strength of welded structures. Int J Fatigue 25:1259-269CrossRef
    9.Weich I (2011) Edge layer condition and fatigue strength of welds improved by mechanical post-weld treatment. Welding in the World 55(1/2):3-2CrossRef
    10.Marquis G, Barsoum Z (2014) Fatigue strength improvement of steel structures by high-frequency mechanical impact: proposed procedures and quality assurance guidelines. Welding in the World 58:19-8CrossRef
    11.SEW 088 (1976) Schwei?geeignete Feinkornbaust?hle - Richtlinien für die Verarbeitung, besonders für das Schwei?en (Weldable Fine Grained Steels; Guidelines For Processing, Particular For Fusion Welding). Stahl-Eisen-Werkstoffblatt 88, in German
    12.Leitner M (2013) Local fatigue assessment of welded and high frequency mechanical impact treated joints. Doctoral thesis, Montanuniversit?t Leoben
    13.Rossini NS, Dassisti M, Benyounis KY, Olabi AG (2012) Methods of measuring residual stresses in components. Mater Des 35:572-88CrossRef
    14.Krebs J, Kassner M (2007) Influence of welding residual stresses on fatigue design of welded joints and components. Welding in the World 51(7/8):54-8CrossRef
    15.Farajian M, Nitschke-Pagel T, Dilger K (2010) Mechanisms of residual stress relaxation and redistribution in welded high-strength steel specimens under mechanical loading. Welding in the World 54(11/12):366-74CrossRef
    16.Weich I, Ummenhofer T, Nitschke-Pagel T, Dilger K, Eslami H (2009) Fatigue behaviour of welded high-strength steels after high frequency mechanical post-weld treatments. Welding in the World 53(11/12):322-32CrossRef
    17.ASTM International (2003) Designation E112-96 standard test methods for determining average grain size. Reapproved
    18.Lehto P, Remes H, Saukkonen T, H?nninen H, Romanoff J (2014) Influence of grain size distribution on the Hall-Petch relationship of welded structural steel. Mat Sci Eng A 592:28-9CrossRef
    19.Liu MY, Shi B, Wang C, Ji SK, Cai X, Song HW (2003) Normal Hall-Petch behavior of mild steel with submicron grains. Mater Lett 57:2798-802CrossRef
    20.Hall EO (1951) The deformation and ageing of mild steel: III discussion of results. Proceedings of the Physical Society Section B 64(9):747-53CrossRef
    21.Petch NJ (1953) The cleavage strength of polycrystals. J Iron Steel Inst 174:25-8
    22.ASTM International (1998) Designation E739-91: standard practice for statistical analysis of linear or linearized stress-life (S-N) and strain-life (ε-N) fatigue data. Reapproved
    23.Hück M (1983) Ein verbessertes Verfahren für die Auswertung von Treppenstufenversuchen. Z Werkstofftechnik 14:406-17CrossRef
    24.Sonsino CM, Fricke W, de Bruyne F, Hoppe A, Ahmadi A, Zhang G (2012) Notch stress concepts for the fatigue assessment of welded joints—background and applications. Int J Fatigue 34:2-6CrossRef
    25.Fricke W (2008) Guideline for the fatigue assessment by notch stress analysis for welded structures. IIW-Document XIII-2240r1-08/XV-1289r1-08.
    26.Yildirim H, Marquis GB, Barsoum Z (2013) Fatigue assessment of high frequency mechanical impact (HFMI)-improved fillet welds by local approaches. Int J Fatigue 52:57-7CrossRef
    27.Yildirim H, Marquis GB (2014) Fatigue design of axially-loaded high frequency mechanical impact treated welds by the effective notch stress method. Mat Des 58:543-50CrossRef
    28.Mikkola E, Doré M, Marquis GB, Khurshid M (2015) Fatigue assessment of high-frequency mechanical impact (HFMI)-treated welded joints subjected to high mean stresses and spectrum loading. Fatigue & Fracture of Engineering Materials & Structures 38:1167-180CrossRef
    29.Putz A (2013) Effect of geometrical imperfections on test results of small-scale welded specimens. University
  • 作者单位:M. Leitner (1)
    W. M?ssler (2)
    A. Putz (2)
    M. Stoschka (1)

    1. Mechanical Engineering, Montanuniversit?t Leoben, Leoben, Austria
    2. Siemens AG ?sterreich, Graz, Austria
  • 刊物主题:Metallic Materials; Continuum Mechanics and Mechanics of Materials; Theoretical and Applied Mechanics;
  • 出版者:Springer Berlin Heidelberg
  • ISSN:1878-6669
文摘
Welding as a thermo-mechanical joining process generally induces residual stresses and distortion in welded components or structures. Mechanical post-treatment methods as the high-frequency mechanical impact treatment (HFMI) reduces the geometrical notch and introduces compressive stresses in the locally treated weld toe area, whereas post-weld heat treatment (PWHT) globally affects the whole structure. In this paper, the fatigue strength of HFMI-treated transverse non-load-carrying attachments and cruciform joints made of structural mild steel S355 before and after PWHT is investigated. Comprehensive tumescent fatigue tests and evaluation of notch topography, residual stress and distortion show the influence of the investigated post-treatment methods. To analyse the effect of distortion on the resulting stress condition during the fatigue tests, simulations and strain gauge measurements are carried out for different load cases. Finally, a local fatigue assessment based on the effective notch stress approach shows that an additional PWHT is not beneficial for fatigue strength. As an increase in distortion of the samples, and an influence on the base material properties, caused by the heat-treatment is not observable, the decrease in fatigue is mainly caused by the entire relieve of manufacturing induced (as-welded/HFMI-treated) prior compressive residual stresses to an almost zero stress value. Keywords (IIW Thesaurus) Fatigue improvement Mechanical stress relief Post-weld heat treatment (PWHT) Residual stresses Weld toes Peening
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