Clamped Skew Plate under Uniform Normal Loading

Author:

Sundara Raja Iyengar K. T.,Srinivasan R. S.

Abstract

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.

Publisher

Cambridge University Press (CUP)

Reference11 articles.

1. Lardy P. Die Strenge Losung des Problems der Schiefen Platte. Schweiz. Bautz., 67, p 207, 1949.

2. 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.

3. Felgar R. P. Formulas and Integrals Containing Characteristic Functions of a Vibrating Beam. University of Texas. Circular No. 14, 1950.

4. The A-Method for Skew Plates;Quesflan;Proceedings of the Fourth US National Congress of App. Mech.,1962

5. Favre H. Contribution à 1'éltude des plaques obliques. Schweiz. Bauzeitung, 60, 1942.

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