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Fatigue of Fabricated Steel-Sheet Details-Phase II
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English
Abstract
This paper (Phase II), and previous publications (Phase I), describe the findings of a fatigue study on fabricated steel-sheet details. Backed up by 163 tests reported so far, the results indicate that the stress-range fatigue-design concept incorporated in current bridge and crane-girder design specifications provides a very quick, simple, and reliable method for the fatigue analysis of fabricated steel-sheet details, and safely prevents fatigue failure in ground-transportation and agricultural equipment. The concept is shown to be applicable to stress ratios of R > O through −1, and may be extended to very high nominal stress ranges (140 ksi, or 965 MPa) as long as the nominal tension or compression yield strength is not exceeded.
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Citation
Klippstein, K., "Fatigue of Fabricated Steel-Sheet Details-Phase II," SAE Technical Paper 850366, 1985, https://doi.org/10.4271/850366.Also In
References
- Klippstein K. H. “Fatigue of Fabricated Steel-Sheet Details,” SAE Technical Paper Series 810436 International Congress and Exposition Cobo Hall, Detroit, Michigan February 23-27 1981
- American Association of State Highway and Transportation Officials Standard Specifications for Highway Bridges Twelfth 1977
- American Welding Society Structural Welding Code - Steel January 1 1980
- American Institute of Steel Construction Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings November 1 1978
- Davidson J. A. Imhof E. J. Jr. “The Effect of Tensile Strength on the Fatigue Life of Spot-Welded Sheet Steels,” SAE Technical Paper Series 840110 International Congress and Exposition Detroit, Michigan February 27 March 2 1984