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Buckling of Simply-Supported Rhombic Plates Under Externally Applied Shear

Published online by Cambridge University Press:  28 July 2016

Bertram Klein
Bertram Klein*
Affiliation:
Los Angeles, California
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Extract

The buckling of skewed plates with clamped edges and under externally applied shear, and skewed plates with simply-supported edges but with both externally applied axial and shear loading have been considered previously. It is the purpose of the present note to consider the buckling of simply-supported rhombic plates under externally applied shear as shown in Fig. 1.

Type
Technical Notes
Information
The Aeronautical Journal , Volume 61 , Issue 557 , May 1957 , pp. 357 - 358
Copyright
Copyright © Royal Aeronautical Society 1957

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References

1. Hasegawa, M. (1954). On the Buckling of a Clamped Rhombic Thin Plate in Shear, Journal of the Aeronautical Sciences, Vol. 21, No. 10, p. 720, Oct., 1954.Google Scholar
2. Wittrick, W. H. (1954). Buckling of Clamped Oblique Plates in Shear, The Aeronautical Quarterly, 1954.Google Scholar
3. Wittrick, W. H. (1956). On the Buckling of Oblique Plates in Shear, Aircraft Engineering, Vol. 28, No. 323, Jan., 1956.Google Scholar
4. Klein, B. and Cox, H. L. (1954). Approximate Structural Analysis by the Method of Collocation. Journal of the Aeronautical Sciences, Vol. 21, No. 10, Oct., 1954.Google Scholar
5. Klein, B. (1955). Use of Hybrid Functions in the Method of Collocation, Journal of the Royal Aeronautical Society, Vol. 59, pp. 509–510, July 1955.CrossRefGoogle Scholar
6. Klein, B. (1956). Buckling of Simply-Supported Plates Tapered in Planform, Journal of Applied Mechanics, Vol. 23, No. 2, pp. 207–213, June 1956.Google Scholar