journal article·2013-10

Effect of quality control parameter variations on the fatigue performance of ultrasonic impact treated welds

Rana Tehrani Yekta, Kasra Ghahremani, Scott Walbridge

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Abstract

Fatigue tests were conducted of steel non-load carrying filet welded attachments subjected to ultrasonic impact treatment (UIT) at various levels simulating proper, under-, and over-treatment. Two loading histories were investigated: one constant amplitude and one with high compressive under-load cycles. Local properties were measured, finite element (FE) analyses were performed to obtain stress concentration factor (SCF) distributions for the measured weld toe geometries, and a fracture mechanics model was validated and used to investigate the effects of the local property variations on the fatigue life. UIT significantly improved the fatigue lives of the welded specimens in all cases. A strong correlation was seen between the measured indent depth and the local residual stresses and microhardness. The fracture mechanics analysis predicts the fatigue performance of the specimens and finds it to be most sensitive to variations in the residual stresses and initial defect depth.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Fatigue and fracture mechanics · Surface Treatment and Residual Stress · Metal Alloys Wear and Properties

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

References (29)

Show source-provided references
1. Improving the fatigue strength of welded joints by peening
2. Bremen U. Amelioration du comportement à la fatigue d’assemblages soudés: étude et modelisation de l’effet de contraintes residuelles, École Polytechnique Fédérale de Lausanne thesis no. 787, 1989.
3. Fatigue testing and analysis of peened highway bridge welds under in-service variable amplitude loading conditions10.1016/j.ijfatigue.2010.09.004 ↗
4. Haagensen · 2011
5. American Welding Society (AWS). Structural welding code: AWS standard D1.1/D1.1M; 2004.
6. Canadian Standards Association (CSA). Welded steel construction (metal arc welding): CSA standard W59-03; 2003.
7. Fatigue resistance of welded details enhanced by ultrasonic impact treatment (UIT)10.1016/S0142-1123(03)00151-8 ↗
8. Roy S. Experimental and analytical evaluation of enhancement in fatigue resistance of welded details subjected to post-weld ultrasonic impact treatment. Doctoral thesis, Department of Civil and Environmental Engineering, Lehigh University; 2006.
9. American Association of State Highway and Transportation Officials (AASHTO). LFRD bridge design specifications, 4th ed., Washington (DC); 2008.
10. Kuhlmann U, Durr A, Gunther H-P. Application of post-weld treatment methods to improve the fatigue strength of high strength steels in bridges. IABMAS-06, Porto; 2006.10.1201/b18175-196 ↗
11. 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 ↗
12. Failure modes and fatigue strength of improved HSS welds10.1016/j.engfracmech.2010.03.034 ↗
13. A round robin study of high-frequency mechanical impact (HFMI)-treated welded joints subjected to variable amplitude loading
14. Ummenhofer T, Weich I, Nitchke-Pagel T. Fatigue life improvement of existing steel bridges. IABMAS-06, Porto; 2006.10.1201/b18175-203 ↗
15. American Association of State Highway and Transportation Officials (AASHTO). LRFD bridge construction specifications: interim revisions. Washington (DC); 2008.
16. Fatigue strength improvement factors for high strength steel welded joints treated by high frequency mechanical impact10.1016/j.ijfatigue.2012.05.002 ↗
17. Fatigue assessment of high frequency mechanical impact (HFMI)-improved fillet welds by local approaches10.1016/j.ijfatigue.2013.02.014 ↗
18. Canadian Institute of Steel Construction (CISC). Handbook of steel construction, 9th ed., Toronto; 2006.
19. Tehrani Yekta R. Acceptance criteria for ultrasonic impact treatment (UIT). M.A.Sc. Thesis, University of Waterloo; 2012.
20. Lugg MC. TSC inspection systems; 2008.
21. Canadian Standards Association (CSA). Canadian highway bridge design code: CAN/CSA-S6-06, 2006.
22. Hobbacher A. Recommendations for fatigue design of welded joints and components. International Institute of Welding: Doc. XIII-1965-03/XV-1127-03; 2005.
23. American Society for Testing and Materials (ASTM). Standard test method for knoop and vickers hardness of materials: ASTM E384-11; 2011.
24. Fatigue behaviour of welded high-strength steels after high frequency mechanical post-weld treatments10.1007/BF03263475 ↗
25. Prediction of crack-opening stress levels for 1045 as-received steel under service loading spectra10.1016/S0142-1123(02)00072-5 ↗
26. Dowling · 2007
27. A crack opening stress equation for fatigue crack growth10.1007/BF00020751 ↗
28. Baumel · 1990
29. Residual stress modification by post-weld treatment and its beneficial effect on fatigue strength of welded structures10.1016/j.ijfatigue.2003.08.020 ↗