This content is not included in your SAE MOBILUS subscription, or you are not logged in.
Fatigue of Fabricated Steel-Sheet Details-Phase II
ISSN: 0148-7191, e-ISSN: 2688-3627
Published February 01, 1985 by SAE International in United States
Annotation ability available
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.
CitationKlippstein, K., "Fatigue of Fabricated Steel-Sheet Details-Phase II," SAE Technical Paper 850366, 1985, https://doi.org/10.4271/850366.
- 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