journal article·2017-04Open access

Estimation of fatigue S-N curves of welded joints using advanced probabilistic approach

Luca D’Angelo, Alain Nussbaumer

Abstract

Abstract This paper provides a new advanced probabilistic approach for reliable estimation of the fatigue characteristic S-N curves of welded joints both for constant amplitude (CA) and variable amplitude (VA) loading conditions. The presented approach, which is referred to as the ML-MCS approach, combines Maximum Likelihood method (ML) and Monte-Carlo Simulations (MCS) method to estimate true p-quantiles of CA and VA S-N curves by using complete experimental data-sets. The ML-MCS approach includes a linearization method for use of S-N curves in combination with linear damage accumulation rule as well as for direct comparison with current standards. Application of the ML-MCS approach on two study cases and comparison with current standards shows that the use of the ML-MCS approach may have a significant impact in re-definition of CA and VA S-N curves of current standards and in particular of the CAFL, of the S-N curve second slope and of the critical value of accumulated damage at failure. The last section of the paper provides accurate guidelines for future experimental tests needed for re-definition of current standards.
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Research context

OpenAlex topics: Fatigue and fracture mechanics · Probabilistic and Robust Engineering Design · Non-Destructive Testing Techniques

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References (27)

Show source-provided references
1. Haibach E. Modifizierte lineare Schadensakkumulations-Hypothese zur Berücksichtigung des Dauerfestigkeitsabfalls mit fortschreitender Schädigung., Juli 1970, TM Nr. 50/70. Laboratorium für Betriebsfestigkeit; 1970.
2. Sedlacek G, Hobbacher A, Nussbaumer A, Stötzel J, Schäfer D. Commentary to Eurocode 3. Part 1-9 – Fatigue; 2014
3. The method of maximum likelihood applied to the statistical analysis of fatigue data10.1016/0142-1123(79)90012-4 ↗
4. Fitting of fatigue curves with nonconstant standard deviation to data with runouts10.1520/JTE10700J ↗
5. Estimating fatigue curves with the random fatigue-limit model10.1080/00401706.1999.10485925 ↗
6. Fatigue behavior of welded joints part 1 – statistical methods for fatigue life prediction
7. Joint committee structural safety. JCSS probabilistic model code: resistance models; 2013.
8. Course of SN-curves especially in the high-cycle fatigue regime with regard to component design and safety10.1016/j.ijfatigue.2006.11.015 ↗
9. European Committee for Standardization. Eurocode 3: design of steel structures - part 1–9: fatigue; 2005.
10. Hobbacher A. IIW document XIII-2460-13/XV-1440-13 recommendations for fatigue design of welded joints and components; 2013.
11. Haibach E. The allowable stresses under variable amplitude loading of welded joints. In: The Welding Institute (Ed.), Proceedings of the conference on fatigue of welded structures, Abington, Cambridge; 1971. p. 328–46.
12. AASHTO, AASHTO LFRD Bridge Design Specifications Customary U.S. Units; 2012.
13. Fisher JW, Nussbaumer A, Keating PB, Yen BT. Resistance of welded details under variable amplitude long-life fatigue loading. Tech rep. Bethlehem (Pennsylvania): National Cooperative Highway Research Program; 1993.
14. Long life spectrum fatigue of carbon and stainless steel10.1111/j.1460-2695.1996.tb01319.x ↗
15. Gurney · 1979
16. Investigation of fatigue damage to welded joints under variable amplitude loading spectra10.1016/j.ijfatigue.2008.04.006 ↗
17. Albrecht P, Lu H, Jung K, Liu HJ, Cheng JG. Long life variable-amplitude fatigue strength of welded steel bridge details. Tech rep. Washington DC (USA): Federal Highway Administration; 1994.
18. Cumulative damage in fatigue10.1115/1.4009458 ↗
19. Schilling CG, Klippenstein K, Barsom JM, Blake GT. Fatigue of welded steel bridge members under variable amplitude loadings. NCHRP final report 12. Tech rep. Bethlehem, Pennsylvania; 1975.
20. Welding Institute. Fatigue performance of welded high strength steels: a compendium of reports from a sponsored research programme. Report series. Cambridge (UK): Welding Institute; 1974.
21. Berge S, Residual stress and stress interaction in fatigue testing of welded joints. Report SK/R55. Tech rep. Trondheim: University of Trondheim; 1981.10.1520/STP30101S ↗
22. Albrecht P, Yamada K. Simulation of service fatigue loads for short span highway bridges. In: ASTM STP 671, Philadelphia, USA; 1979.10.1520/STP35877S ↗
23. Benoit D, Lieurade HP, Truchon M. Fatigue behaviour under programmed loading of welded cruciform and butt joints in steel E355. ECSC report 6210. Tech rep. Senlis, France: CETIS; 1977.
24. Endurance stresses and fatigue life of a mild steel weld under different types of load spectra
25. Baptista CA, D’Angelo L. Experimental fatigue tests of in-plane welded gusset joints. EPFL-REPORT-213745. Tech rep. Lausanne: Ècole Polytechnique Fédérale de Lausanne; 2015.
26. Millar · 2011
27. Vormwald M, Seeger T. Consideration of fatigue damage below the endurance limit in life predictions for variable amplitude loadings. In: Proceedings of the fourth international conference on fatigue and fatigue thresholds, Honolulu, Hawaii, pp. 517–523.