Stochastic fatigue of structural steel at a hole

Date
1988
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Volume Title
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Abstract

Nine steel specimens, each containing a small hole have been tested under three sets of variable amplitude loadings to determine the effect of amplitude variability on fatigue life. Twenty-three constant amplitude tests have also been run at basically four different combinations of mean stress and stress range to determine the S-N curve and to check the variable amplitude test results against a commonly used analytical technique--the Rayleigh approximation. The analytical prediction is based on an S-N curve corrected for the effect of mean stress. The specimens consist of hot rolled A36 Grade 81A steel bar stock of dimension 0.75 inch by 1.50 inch. The loading gives a uniform bending moment about the axis of minimum moment of inertia and the small central hole is orthogonal to this axis. The stochastic loadings used in this study are so-called pseudo-narrowband loadings. The loadings vary from broadband to extremely narrowband. (Abstract shortened with permission of author.)

Description
Degree
Master of Science
Type
Thesis
Keywords
Civil engineering
Citation

Sun, Yuanhui. "Stochastic fatigue of structural steel at a hole." (1988) Master’s Thesis, Rice University. https://hdl.handle.net/1911/13321.

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