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Clamped Skew Plate under Uniform Normal Loading

Published online by Cambridge University Press:  04 July 2016

K. T. Sundara Raja Iyengar  and
R. S. Srinivasan
K. T. Sundara Raja Iyengar
Affiliation:
Department of Civil and Hydraulic Engineering, Indian Institute of Science, Bangalore
R. S. Srinivasan
Affiliation:
Department of Civil and Hydraulic Engineering, Indian Institute of Science, Bangalore
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Extract

In recent years a number of authors have analysed the bending of clamped skew plates under uniform pressure. Many of these solutions are very approximate. Favre and Dorman adopted the Ritz method and their expressions for displacement are restrictive. Based on the generalised method postulated by Lardy, Mirsky has presented a solution which involves considerable algebraic and arithmetic work. Komatsu's paper contains a solution using conformal mapping. Quinlan has given a powerful method to solve skew plate problems involving different boundary conditions and various types of loadings, but no numerical work has been done.

Type
Technical Notes
Information
The Aeronautical Journal , Volume 71 , Issue 674 , February 1967 , pp. 139 - 140
Copyright
Copyright © Royal Aeronautical Society 1967

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References

1.Favre, H. Contribution à 1'éltude des plaques obliques. Schweiz. Bauzeitung, 60, 1942.Google Scholar
2.Dorman, F. H. The Thin Clamped Parallelogram Plate Under Uniform Normal Pressure. Department of Supply, Australia. ARL Rep. SM.214, 1953.Google Scholar
3.Lardy, P. Die Strenge Losung des Problems der Schiefen Platte. Schweiz. Bautz., 67, p 207, 1949.Google Scholar
4.Mirsky, I. The Deflection of a Thin Flat Clamped Parallelogram Plate Subjected to Uniform Normal Loading. Department of Supply, Australia. ARL Rep. SM. 175, 1951.Google Scholar
5.Komatsu. Application of Conformal Mapping to Bending of Parallelogram Plates. Proc. of the Fifth Jap. Nat. Congr. of Appl. Mech., p 111, 1956.Google Scholar
6.Quesflan, P. M.The A-Method for Skew Plates. Proceedings of the Fourth US National Congress of App. Mech., P 733, 1962.Google Scholar
7.Morley, L. S. D.Skew Plates and Structures. Pergamon Press, 1963.Google Scholar
8.Morley, L. S. D.Bending of Clamped Rectilinear Plates. Quart. J. Mech. and Appl. Maths., Vol. XVII, p 293, 1964.CrossRefGoogle Scholar
9.Kennedy, J. B.On the Bending of Clamped Skew Plates Under Uniform Pressure. Journal of the Royal Aeronautical Society, Vol. 69, p 352, May 1965.Google Scholar
10.Young, D. and Felgar, R. P. Tables of Characteristic Functions Representing the Normal Modes of Vibration of a Beam. University of Texas. Pub. No. 4913, 1949.Google Scholar
11.Felgar, R. P. Formulas and Integrals Containing Characteristic Functions of a Vibrating Beam. University of Texas. Circular No. 14, 1950.Google Scholar