The Paton Welding Journal, 2010, №07



2010 №07 (01)

2010 №07 (03)

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TPWJ, 2010, #7, 7-11 pages
 
PROBABILISTIC CHARACTERISTICS OF HIGH-CYCLE FATIGUE RESISTANCE OF STRUCTURAL STEEL WELDED JOINTS


Journal                    The Paton Welding Journal
Publisher                 International Association «Welding»
ISSN                       0957-798X (print)
Issue                       № 7, 2010 (July)
Pages                      7-11
 
 
Authors
V.I. MAKHNENKO and 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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