Influence of effective stress ratio on the fatigue strength of welded and HFMI-treated high-strength steel joints
Source abstract
Abstract
Abstract This paper contributes to quantify the influence of the local mean stress condition and the local weld geometry on the high-cycle fatigue strength of welded and high frequency mechanical impact (HFMI) treated S960 high-strength steel joints. A calculation procedure is presented, which bases on the effective stress ratio at the weld toe considering the local residual stress condition as well as the specimen clamping-induced and load-dependent notch mean stress state to assess a final influence fatigue factor. Fatigue tests incorporating butt joint, T-joint, and longitudinal stiffener specimens present the effect of different welding parameters and the HFMI technique as post-treatment method. The results show that firstly, by an application of optimized welding parameters, such as filler material and shielding gas, an increase in fatigue strength of 7% for the butt joint and of 30% for the T-joint specimens is experimentally observed. Secondly, it is shown that all investigated specimen types reveal a significant increase in fatigue strength due to the HFMI-treatment up to an enhancement of factor 2.46 in case of the longitudinal stiffener specimens. A study on the effect of stress-relief annealing as post-weld heat treatment (PWHT) process highlights a decrease of about 25% in the high-cycle fatigue strength in case of HFMI-treated T-joint specimens. Applying the introduced calculation method, an effective stress ratio of Reff = 0.05 for the butt joint and T-joint specimens, and Reff = −0.81 for the longitudinal stiffener specimens in the as-welded condition is calculated. Comparing the computed fatigue factors with the statistically evaluated nominal fatigue strengths it is observed that the effect by the effective stress ratio is dominant, but not fully covers the fatigue enhancement. Furthermore, it reveals that the influence by the effective stress ratio may be related to the fundamental change in the local residual stress state. Especially the HFMI-treatment leads to a reduction of the local residual stress condition up to a difference of 650 MPa for the S960 high-strength steel, which significantly contributes to this influence.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Fatigue and fracture mechanics · Welding Techniques and Residual Stresses · Surface Treatment and Residual Stress
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (32)
Show source-provided references
1. Hobbacher · 2009
2. Marquis · 2016
3. Effect of high-strength filler metals on fatigue10.1007/BF03321332 ↗
4. Effect of high-strength filler metals on the fatigue behaviour of butt joints10.1007/s40194-012-0010-6 ↗
5. Fatigue strength of HFMI-treated and stress-relief annealed high-strength steel weld joints10.1016/j.proeng.2015.12.618 ↗
6. Fatigue enhancement of thin-walled, high-strength steel joints by high-frequency mechanical impact treatment10.1007/s40194-013-0097-4 ↗
7. Influence of welding residual stresses on fatigue design on welded joints and components
8. Effect of residual stresses on the fatigue behaviour of welded joints depending on loading conditions and weld geometry10.1016/j.ijfatigue.2008.02.015 ↗
9. Fricke W. Effects of residual stresses on the fatigue behaviour of welded steel structures, Mat.-wiss. u. Werkstofftech. 2005; 36, No. 11.10.1002/mawe.200500933 ↗
10. Predicting fatigue crack growth rate in a welded butt joint: The role of effective R ratio in accounting for residual stress effect10.1016/j.engfracmech.2009.02.015 ↗
11. Residual stress effects on fatigue behaviour of welded T-joint: a finite fracture mechanics approach10.1016/j.matdes.2015.11.106 ↗
12. The relative effects of residual stresses and weld toe geometry on fatigue life of weldments10.1016/j.ijfatigue.2015.03.023 ↗
13. Fatigue analysis of welded joints with the aid of real three-dimensional weld toe geometry10.1016/j.ijfatigue.2006.06.007 ↗
14. Effect of HFMI procedure on weld toe geometry and fatigue properties of high-strength steel welds10.1016/j.prostr.2016.06.434 ↗
15. Recent developments in local concepts of fatigue assessment of welded joints10.1016/j.ijfatigue.2008.05.019 ↗
16. Über die Berücksichtigung der Spannungskonzentration bei Festigkeitsberechnungen (about the consideration of the stress concentration in strength assessments)
17. Radaj · 1990
18. A consideration of allowable equivalent stresses for fatigue design of welded joints according to the notch stress concept with the reference radii rref = 1.00 and 0.05 mm
19. Fatigue design of axially-loaded high frequency mechanical impact treated welds by the effective notch stress method10.1016/j.matdes.2014.02.001 ↗
20. Radaj · 2006
21. Predicting the Fatigue Resistance of Welds10.1146/annurev.ms.11.080181.002153 ↗
22. Influence of steel grade on the fatigue strength enhancement by high frequency peening technology on longitudinal fillet weld gusset
23. Stahl-Eisen-Werkstoffblatt, Schweißgeeignete Feinkornbaustähle – Richtlinien für die Verarbeitung, besonders für das Schweißen (Weldable fine-grained structural steels – recommendations for processing, especially for welding), 88 (2); 1976. [in German].
24. Investigation of the hardness–toughness relationship of a welded joint after different heat treatment cycles10.1007/s40194-012-0012-4 ↗
25. Influence of thermo-mechanical material properties of different steel grades on welding residual stresses and angular distortion10.1016/j.matdes.2014.10.019 ↗
26. Effect of boundary conditions on residual stress and distortion in T-joint welds10.1016/j.jcsr.2014.07.008 ↗
27. Leitner · 2013
28. Fricke W. Guideline for the fatigue assessment by notch stress analysis for welded structures, IIW-Document XIII-2240r1-08/XV-1289r1-08; 2009.
29. ASTM international: standard practice for statistical analysis of linear or linearized stress-life (S-N) and strain-life (ε-N) fatigue data, designation: E739–91, reapproved 1998.
30. Estimation of the fatigue limit by progressively-increasing load tests10.1111/j.1460-2695.1980.tb01108.x ↗
31. Edge layer condition and fatigue strength of welds improved by mechanical post-weld treatment10.1007/BF03263510 ↗
32. Revilla-Gomez C, Buffiere J-Y, Verdu C, Daflon L, Peyrac C, Lefebvre F. A study of the effect of microstructure on the fatigue behaviour of high strength welded steel treated by hammer peening. In: Proceedings of the 13th international spring meeting organized by the fatigue scientific committee of SF2M; 2013. p. 72–80.