LARGE DEFLECTION OF A CIRCULAR PLATE ON ELASTIC FOUNDATION AND SUPPORTED AT SEVERAL POINTS

S DATTA

Abstract


Large deflections if a uniformly loaded circular plate placed on elastic foundatlon and supported at several points along the boundary have been analysed following Berger's method. A particular cases where the number of supports is two has been treated fully. Numerical results have been presented in the form of graphs.

Keywords


Large deflections; Elastic foundation.

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