Stress Intensity Factors for Single‐Edge‐Notch Beam
Publication: Journal of Engineering Mechanics
Volume 110, Issue 4
Abstract
The Strawley equations are commonly used to determine the stress-intensity value for a single-edge-notch beam subjected to three-point, four-point, or pure bending. These equations were derived using assumptions treating the concentrated loads that limited the results to certain ranges of span to depth. A well known method for expressing boundary conditions—the bending analogy—is utilized along with the William's Stress Function to calculate stress-intensity values. This approach requires no special treatment on the boundary in dealing with concentrated loads. This method was applied to determine the influence of the span to depth ratio on stress-intensity values. It was found that the stress-intensity approaches a constant value for a unit midspan moment when the span to depth approaches 12. The present method is very economical to use for any span to depth ratio and three-point or four-point bending. Pure bending and other loadings such as direct tension are handled easily. Results are also presented in the form of engineering equations for KI for various ratios of span to depth which are accurate within 3% based on least squares.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Brown, W. F., and Srawley, J. E., “Plain Strain Crack Toughness Testing of High Strength Metallic Materials,” ASTM STP 410, 1966.
2.
Chali, A., and Neville, A. M., Structural Analysis, Intext Educational Publishers, 1972.
3.
Gross, B., and Srawley, J. E., “Stress‐Intensity Factors for Three‐Point Bend Specimen by Boundary Collocation,” NASA TN D‐3092, 1965.
4.
Hu, Kuo‐Kuang, Huang, Chen‐Ming James, and Swartz, Stuart E., “Finite Element Model to Determine ,” Journal of Engineering Mechanics, ASCE, Vol. 109, No. EM4, Aug., 1983.
5.
Huang, Chen‐Ming James, “Finite Element and Experimental Studies of Stress‐Intensity Factors for Concrete Beams,” Ph.D. dissertation, Kansas State University, 1981.
6.
Williams, M. L., “On the Stress Distribution at the Base of a Stationary Crack,” Journal of Applied Mechanics, Vol. 24, No. 1, Mar., 1957.
Information & Authors
Information
Published In
Copyright
Copyright © 1984 ASCE.
History
Published online: Apr 1, 1984
Published in print: Apr 1984
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.