The Paton Welding Journal, 2010, №07

2010 №07 (01)

2010 №07 (03)

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The Paton Welding Journal, 2010, #7, 7-11 pages
 

Probabilistic characteristics of high-cycle fatigue resistance of structural steel welded joints

V.I. Makhnenko, I.Yu. Romanova

E.O. Paton Electric Welding Institute, NASU, Kiev, Ukraine
 
 
Abstract
Issues of probabilistic determination of resistance of welded joints to high-cycle fatigue fracture are considered. The probability of failure-free performance of the joints for different types and variable values of applied loads is analysed.
 
 
Keywords: welded joints, cyclic loading, high-cycle fatigue, fatigue resistance, probabilistic prediction methods, safe operation
 
 
Received:                ??.??.??
Published:               28.07.10
 
 
References
1. (1990) Strength of welded joints at variable loads. Ed. by V.I. Trufyakov. Kiev: Naukova Dumka.
2. Kogaev, V.P. (1977) Strength calculation at time variable stresses. Moscow: Mashinostroenie.
3. Maddox, S.D. Fatigue strength of transverse one-side welded joints. www.svarkainfo.ru
4. (1996) Recommendation for fatigue design of welded joints and components. IIW Doc. XIII-1539-96/XV-845-96.
5. (1987) Design with EHS and AR plate. Oxeloesund: Svenskt Stal Heavy Plate Division.

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Suggested Citation

V.I. Makhnenko, I.Yu. Romanova (2010) Probabilistic characteristics of high-cycle fatigue resistance of structural steel welded joints. The Paton Welding J., 07, 7-11.

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