journal article·2017-06

The thickness effect of welded details improved by high-frequency mechanical impact treatment

Poja Shams-Hakimi, Halid Can Yıldırım, Mohammad Al-Emrani

Publisher page

Abstract

High-frequency mechanical impact (HFMI) treatment can enable resource-efficient structural design by improving the fatigue strength of welded joints. While the thickness effect with reference to the fatigue of welded details is well known and covered in design codes, this effect has not been investigated systematically when the welds are improved by HFMI. In this study, experimental data of 582 small-scale fatigue tests on welded details with HFMI treatment has been collected from the literature and evaluated with respect to the thickness effect. In order to separate the effects of yield strength and thickness on the fatigue strength, a new approach was developed to adjust the data to a reference yield strength of 355 MPa prior to thickness evaluation. The test data covered transverse butt welds, details with non-load-carrying transverse attachments and details with non-load-carrying longitudinal attachments. The thickness effect of details with transverse attachments corresponds well with the IIW recommendation of n = 0.2, whereas transverse butt welds have a much weaker thickness effect. Details with longitudinal attachments show a ‘‘reverse” thickness effect.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Fatigue and fracture mechanics · High-Velocity Impact and Material Behavior · Surface Treatment and Residual Stress

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (76)

Show source-provided references
1. Marquis · 2016
2. Haagensen PJ, Maddox SJ. IIW recommendations on post weld fatigue life improvement of steel and aluminium structures. IIW Doc XIII-2200r7-07; 2010.
3. Niemi, Fricke, Maddox. Fatigue Analysis of Welded Components (Designer’s guide to the structural hot-spot stress approach); 2006.10.1201/9781439824016 ↗
4. Assessment of the size effect for use in design standards for fatigue analysis10.1016/j.ijfatigue.2014.03.012 ↗
5. Recent developments and future challenges in fatigue strength assessment of welded joints10.1177/0954406214550015 ↗
6. Gurney TR. The influence of thickness on the fatigue strength of welded joints. In: Proc. Second Int. Conf. Behav. -Shore Struct. Held Imp. Coll. Lond. Engl.; 1979.
7. Gurney TR. The Influence of Thickness on Fatigue of Welded Joints – 10 Years on (a Review of British Work); 1989.
8. Hobbacher A. Recommendations for Fatigue Design of Welded Joints and Components; 2008.
9. Thickness effect in welded joints – a review
10. Eurocode 3: Design of steel structures – Part 1–9: Fatigue; 2005.
11. Effect of plate thickness on fatigue strength of base material and butt welded specimens made from eh40 steel thick plates: phase 1
12. Kwon O-S, Kim D, Kim W-S. Fatigue assessment of a large container ship considering the effect of thickness and material; 2011, p. 915–20.
13. Validation of different fatigue assessment approaches for thick plate structures made of high tensile strength steel YP47
14. Re-analysis of fatigue data for welded joints using the notch stress approach10.1016/j.ijfatigue.2010.03.001 ↗
15. Evaluation of effect of plate thickness on fatigue strength of butt welded joints by a test maintaining maximum stress at yield strength10.1016/0013-7944(90)90022-9 ↗
16. Variable effects of stress relief on fatigue strength of butt welded joints with different plate thickness10.1007/BF00032690 ↗
17. Weidner P, Ummenhofer T. Fatigue testing data of HFMI-treated joints – verification of existing design recommendations with regard to increased plate thickness and fatigue preloading; 2013.
18. On the effect of plate thickness in fatigue of welds10.1016/0013-7944(85)90030-X ↗
19. Lindley · 1993
20. Analytical and experimental study on the thickness effect to fatigue strength
21. Thickness effect criterion for fatigue strength evaluation of welded steel structures10.1115/1.2920090 ↗
22. Thickness effect and fatigue crack development in welded T-joints10.1115/1.2919876 ↗
23. Fatigue strength improvement for ship structures by Ultrasonic Peening10.1007/s00773-012-0172-3 ↗
24. Ummenhofer T, Weich I, Nitchke-Pagel T. Extension of life time of welded fatigue loaded structures. In: International offshore and polar engineering conference, editor., International Society of Offshore and Polar Engineers; 2006.10.1007/978-3-540-33866-6_55 ↗
25. Puthli · 2006
26. Iwata T, Niwa T, Tanaka Y, Ando T, Anai Y. Thickness effect on fatigue strength of welded joint improved by HFMI; 2015.10.2207/qjjws.34.249 ↗
27. Nakamura T, Yamamoto S. A study on thickness effect on welded joint of longitudinal stiffeners. vol. 2; 2007. p. 687–92.
28. Fukuoka T, Maeda T, Mochizuki K. Effect of plate thickness and improvement by grinding on fatigue strength of cruciform joint under bending. IIW Doc XIII-2134; 2006. p. 6.
29. Improvement factors for the design of welded joints subjected to high frequency mechanical impact treatment10.1002/stco.201310027 ↗
30. Vanrostenberghe S, Shin Y, Droesbeke B, Mee V, van der Doré M, Marquis G, et al. Improving the fatigue life of high strength steel welded structures by post weld treatments and specific filler material (FATWELDHSS) final report. Luxembourg: Publications Office; 2015.
31. WebPlotDigitizer – Extract data from plots, images, and maps n.d. [accessed April 7, 2016].
32. Best practice guide on statistical analysis of fatigue data
33. Rules for coding dummy variables in multiple regression10.1037/h0035848 ↗
34. Evaluating the statistical significance of a fatigue-life reduction due to macro-porosity. Stroj Vestn10.5545/sv-jme.2013.1453 ↗
35. Fatigue strength improvement factors for high strength steel welded joints treated by high frequency mechanical impact10.1016/j.ijfatigue.2012.05.002 ↗
36. Fricke W. IIW recommendations for the fatigue assessment of welded structures by notch stress analysis: IIW-2006-09; 2012.10.1533/9780857098566 ↗
37. Predicting the fatigue resistance of welds10.1146/annurev.ms.11.080181.002153 ↗
38. Radaj · 2006
39. Strength enhancement of the welded structures by ultrasonic peening10.1016/j.matdes.2012.01.040 ↗
40. Hrabowski J, Herion S, Ummenhofer T, others. Low-cycle Fatigue of Post Weld Treated Butt Welds Made of High-strength Steels. In: Twenty-fourth int. ocean polar eng. conf., international society of offshore and polar engineers; 2014.
41. Investigation on improving fatigue properties of welded joints by ultrasonic peening method10.4028/www.scientific.net/KEM.183-187.1315 ↗
42. Improvement of fatigue strength in welded joints (in HSS and in aluminium alloys) by ultrasonic hammer peening
43. Experimentelle untersuchungen zur ermüdungssteigernden wirkung des PIT-verfahrens
44. Fatigue enhancement of thin-walled, high-strength steel joints by high-frequency mechanical impact treatment10.1007/s40194-013-0097-4 ↗
45. Ummenhofer T, Herion S, Hrabowsky J, Rack S, Weich I, Telljohann G, et al. REFRESH–extension of the fatigue life of existing and new welded steel structures (Lebensdauerverlängerung bestehender und neuer geschwei∖s ster Stahlkonstruktionen). Düsseld FOSTA Res Assoc Steel Appl Forschungsvereinigung Stahlanwendung EV P; 2011. p. 702.
46. Discussion on fatigue design of welded joints enhanced by ultrasonic peening treatment (UPT)10.1016/j.ijfatigue.2008.03.030 ↗
47. Weich I. Ermüdungsverhalten mechanisch nachbehandelter Schweißverbindungen in Abhängigkeit des Randschichtzustands (Fatigue behaviour of mechanical post weld treated welds depending on the edge layer condition). Technischen Universität Carolo-Wilhelmina; 2008.
48. Ermolaeva · 2014
49. Fatigue life improvement for cruciform welded joint by mechanical surface treatment using hammer peening and ultrasonic nanocrystal surface modification10.1111/j.1460-2695.2009.01361.x ↗
50. Erhöhung der Ermüdungsfestigkeit von geschwei∖s sten höherfesten Baustählen durch Anwendung von Nachbehandlungsverfahren10.1002/stab.200590066 ↗
51. Kuhlmann U, Dürr A, Günther H-P. Improvement of fatigue strength of welded high strength steels by application of post-weld treatment methods. IABSE Symp. Rep., vol. 92, International Association for Bridge and Structural Engineering; 2006, p. 25–32.10.2749/222137806796185571 ↗
52. Effect of preload and stress ratio on fatigue strength of welded joints improved by ultrasonic impact treatment10.1007/s40194-012-0018-y ↗
53. Tehrani Yekta R. Acceptance Criteria for Ultrasonic Impact Treatment of Highway Steel Bridges. University of Waterloo; 2012.
54. The effect of ultrasonic peening treatment on fatigue performance of welded joints10.3390/ma9060471 ↗
55. Haagensen PJ, Statnikov ES, Martinez L, AB SS. Introductory fatigue tests on welded joints in high strength steel and aluminium improved by various methods including ultrasonic impact treatment (UIT). IIW Doc, vol. 13; 1998. p. 1748–98.
56. Haagensen PJ, Alnes O. Progress Report on IIW WG2 Round Robin Fatigue Testing Program on 700 MPa and 350 MPa YS Steels; 2005.
57. Investigation of the fatigue behaviour of the welded joints treated by TIG dressing and ultrasonic peening under variable-amplitude load10.1016/j.ijfatigue.2004.05.009 ↗
58. Lihavainen V-M, Marquis G. Estimation of fatigue life improvement for ultrasonic impact treated welded joints. ECF15 Stock; 2004.
59. Fatigue strength of a longitudinal attachment improved by ultrasonic impact treatment10.1007/BF03266434 ↗
60. Marquis G, Björk T. Variable amplitude fatigue strength of improved HSS welds. Int Inst Weld IIW Doc XIII-2224-08; 2008.
61. Martinez L, Blom AF, Trogen H, Dahle T. Fatigue behavior of steels with strength levels between 350 and 900 MPa. In: Influence of post-weld treatments.pdf. Proc. North Eur. Eng. Sci. Conf. NESCO, Stockholm; 1997.
62. Effect of welding residual stress on fatigue performance of the welded joints treated by ultrasonic peening
63. Fatigue-limit effect on variable-amplitude fatigue of stiffeners10.1061/JSDEAG.0005316 ↗
64. Gurney · 1991
65. Pilot study on the constant and variable amplitude behavior of transverse stiffener welds10.1016/0143-974X(89)90057-6 ↗
66. Untersuchungen zum Ermüdungsverhalten von hochfesten Stählen im Rahmen von LIFTHIGH10.1002/stab.200610101 ↗
67. Fatigue strength of intersecting attachments10.1061/(ASCE)0733-9445(2005)131:6(924) ↗
68. Influence of weld geometry and residual stresses on the fatigue strength of longitudinal stiffeners10.1007/s40194-013-0078-7 ↗
69. Bogren J, Martinez LL. Spectrum fatigue testing and residual stress measurements on non-load carrying fillet welded test specimens. In: Blom AF, editor. Fatigue under spectrum loading and in corrosive environments, EMAS; 1993, p. 77–90.
70. Improving the fatigue performance of fillet weld terminations10.1046/j.1460-2695.2001.00418.x ↗
71. Haagensen PJ. IIW’s round robin and design recommendations for improvement methods. In: IW Conf. Perform. Dyn. Loaded Welded Struct. San Franc., vol. 305; 1997.
72. Hensel J, Nitschke-Pagel T, Dilger K, others. Fatigue performance of welded steel longitudinal stiffeners. In: Twenty-second int. offshore polar eng. conf., international society of offshore and polar engineers; 2012.
73. Efficient lifting equipment with extra high-strength steel
74. Martinez LL, Blom A. Influence of life improvement methods on different steel grades under fatigue loading, fatigue design 1995. In: Proc VTT Symp., vol. 157; 1995.
75. Influence of grinding method on fatigue strength of out-of-plane gusset welded joints
76. Effect of UIT on fatigue strength of web-gusset welded joints considering service condition of steel structures10.1007/BF03321388 ↗