Hostname: page-component-586b7cd67f-2brh9 Total loading time: 0 Render date: 2024-11-25T01:43:38.726Z Has data issue: false hasContentIssue false
  • English
  • Français

Influence of Stiffener Thickness and Rivet Position upon the Effectiveness of Single-Sided Stiffeners on Shear Webs

Published online by Cambridge University Press:  07 June 2016

K. C. Rockey
K. C. Rockey*
Affiliation:
University College of Swansea, University of Wales
Get access

Summary

The paper presents the results of an experimental study of the buckling of transversely stiffened shear webs when the stiffeners have a thickness less than that of the web-plate.

It is shown that the effectiveness of such stiffeners is greatly influenced by two factors, the ratio of the thickness of the attached leg to that of the web-plate and the position of the connecting rivet. An empirical design rule relating these two factors is presented.

Type
Research Article
Information
Aeronautical Quarterly , Volume 15 , Issue 1 , February 1964 , pp. 97 - 106
Copyright
Copyright © Royal Aeronautical Society. 1964

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1. Southwell, R. V. and Skan, S. W. Stability under Shearing Forces of a Flat Elastic Strip. Proc. Roy. Soc. A, Vol. 105, p. 582, 1924.Google Scholar
2. Stein, M. and Neff, J. Buckling Stresses of Simply Supported Rectangular Flat Plates in Shear. N.A.C.A. T.N. 1222, 1946.Google Scholar
3. Budiansky, B. and Connor, R. W. Buckling Stress of Clamped Rectangular Flat Plates in Shear. N.A.C.A. T.N. 1559, 1948.Google Scholar
4. Cook, I. T. and Rockey, K. C. Shear Buckling of Rectangular Plates with Mixed Boundary Conditions. Aeronautical Quarterly, Vol. XIV, p. 349, November 1963.CrossRefGoogle Scholar
5. Cook, I. T. and Rockey, K. C. Shear Buckling of Clamped and Simply-Supported Infinitely Long Plates Reinforced by Transverse Stiffeners. Aeronautical Quarterly, Vol. XIII, p. 41, February 1962.Google Scholar
6. Rockey, K. C. The Design of Intermediate Vertical Stiffeners on Web-Plates Subjected to Shear. Aeronautical Quarterly, Vol. VII, p. 275, November 1956.CrossRefGoogle Scholar
7. Kuhn, P. and Peterson, J. P. Strength Analysis of Stiffened Beam Webs. N.A.C.A. T.N. 1364, 1947.Google Scholar
8. Kuhn, P., Peterson, J. P. and Levtn, L. R. A Summary of Diagonal Tension. Parts I and II. N.A.C.A. T.N. 2661 and 2662, May 1952.Google Scholar
9. British Standard 1476: 1955—Amendment No. 1, 1960, Wrought Aluminium and Aluminium Alloy.Google Scholar
10. Roberts, S. Vertical Intermediate Stiffeners on Web-Plate Girders. Undergraduate Thesis, University College of Swansea, 1960.Google Scholar