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Note on Ultimate Strength of Webs in Shear

Published online by Cambridge University Press:  28 July 2016

R. Tatham
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Extract

An investigation into the preparation of Data Sheets based on the work of Kuhn and Griffith at the N.A.C.A., revealed that it might be possible to present non-dimensional curves for the ultimate shear strength of aluminium alloy webs in incomplete diagonal tension, in a form similar to that of Structures Data Sheet 02.03.13, which are independent of material specifications. The values of “basic allowable shear stress” are founded on flat plate details from early experimental work and on estimated values for fully developed diagonal tension. Later work by Ross Levin provided further test results extending the range of diagonal tension developed, and the application of these to thick webs has been confirmed.

Type
Research Article
Information
The Aeronautical Journal , Volume 56 , Issue 501 , September 1952 , pp. 701 - 703
Copyright
Copyright © Royal Aeronautical Society 1952

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References

1. Kuhn, Paul, and Griffith, George E. (1947). Diagonal Tension in Curved Webs. N.A.C.A. Tech. Note 1481. November 1947.Google Scholar
2. Levin, L. Ross (1948). Ultimate Stresses Developed by 24S-T and Alclad 75S-T Aluminium Alloy Sheet in Incomplete Diagonal Tension. N.A.C.A. Tech. Note 1756. September 1948.Google Scholar
3. Levin, L. Ross and Nelson, David H. (1947). Effect of Rivet or Bolt Holes on the Ultimate Strength Developed by 24S-T and Alclad 75S-T Sheet in Incomplete Diagonal Tension. N.A.C.A. Tech. Note 1177. January 1947.Google Scholar
4. Kuhn, Paul and Peterson, James P. (1947). Strength Analysis of Stiffened Beam Webs. N.A.C.A. Tech. Note 1364. July 1947.Google Scholar
5. Stowell, Elbridge Z. (1950). Stress and Strain Concentration at a Circular Hole in an Infinite Plate. N.A.C.A. Tech. Note 2073. February 1950.Google Scholar