journal article·2012-05

Fatigue strength evaluation of transverse fillet welded joints subjected to bending loads

Zhi-Gang Xiao, Tao Chen, Xiao-Ling Zhao

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Abstract

Abstract Three methods of fatigue strength evaluation, i.e., the hot spot stress (HSS) method, 1 mm stress method and linear elastic fracture mechanics (LEFM) method, are used to evaluate the fatigue strength of transverse fillet welded joints in bending and the results are compared with those of fatigue experiments. It is found that the HSS is overly conservative in predicting the fatigue strength of fillet welded joints in bending. The 1 mm stress catches the geometric influence of attachments very well. A reference strength range is suggested for applying the 1 mm stress method to the fatigue strength evaluation of fillet welded joints in bending on the base of analysing available test data. LEFM is an established method for fatigue strength evaluation of welded joints and its applicability is much dependent on the ease and accuracy of quantifying the stress intensity factor (SIF) along the crack front. In this study, the SIF of fillet welded joints in bending is estimated in different ways and the resulting fatigue strengths are compared with fatigue test data.
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Research context

OpenAlex topics: Fatigue and fracture mechanics · Advanced Welding Techniques Analysis · Mechanical stress and fatigue analysis

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References (20)

Show source-provided references
1. American association of state highway and transportation officials (AASHTO), standard specifications for highway bridges, 16th ed., American Association of State Highway Officials, Washington, DC; 1996.
2. Hobbacher A. Recommendations for fatigue design of welded joints and components. IIW document XIII-2151-07/XV-1254-07. WRC bulletin 520, The Welding Research Council, New York; 2009.
3. Japanese Society of Steel Construction (JSSC). Fatigue design recommendations for steel structures (English version). JSSC Technical Rep. No. 32, Tokyo; 1995.
4. A method of determining geometric stress for fatigue strength evaluation of steel welded joints10.1016/j.ijfatigue.2004.05.001 ↗
5. A structural stress definition and numerical implementation for fatigue analysis of welded joints10.1016/S0142-1123(01)00055-X ↗
6. Finite element methods for structural hot spot stress determination – a comparison of procedures10.1016/j.ijfatigue.2004.04.003 ↗
7. Stress analysis and fatigue of welded structures10.1007/BF03321303 ↗
8. Size effect on the fatigue strength of transverse fillet welded joints
9. An empirical stress-intensity factor equation for the surface crack10.1016/0013-7944(81)90116-8 ↗
10. Fatigue crack propagation analysis for welded joint subjected to bending10.1016/j.ijfatigue.2010.12.002 ↗
11. Japanese industrial standard (JIS). Rolled steels for welded structure, JIS G 3106: 1999. Revised 1999-01-20, Japanese Standards Association [in Japanese].
12. Structural Research and Analysis Corp. (SRAC). COSMOS/M user’s guide. COSMOS/M 2.6 online help documents; 2000.
13. Niemi · 2006
14. Stress concentration factors in tubular K-joints under in-plane moment loading10.1061/(ASCE)0733-9445(1998)124:4(382) ↗
15. Criteria for the fatigue assessment of hollow structural section connections10.1016/0143-974X(94)00030-I ↗
16. British Standards Institution (BSI). BS7910:2005, guide to methods for assessing the acceptability of flaws in metallic structures. London.
17. Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks10.1016/j.ijfatigue.2007.10.008 ↗
18. Fatigue cracks in longitudinal ribs of steel orthotropic deck10.1016/j.ijfatigue.2005.07.017 ↗
19. Rapid calculation of stress intensity factors10.1061/JSDEAG.0004556 ↗
20. Beasy user’s guide for revision 9.0. Computational Mechanics BEASY Ltd., Ashurst, Southampton; 2006.