Measuring the Deflection of a Circular Plate on an Elastic Foundation and Comparison with Analytical and FE Approaches

Author:

Klučka Richard1,Frydrýšek Karel1,Mahdal Miroslav1

Affiliation:

1. VŠB - Technical University of Ostrava

Abstract

The solution of the interaction between a structure and its foundation is an important problem in mechanics and technical applications. This paper presents a solution of a circular plate rested on an elastic (Winkler) foundation. A jig was created for the purpose of loading a circular plate with a specific bending moment and force on the plate circumference. Laboratory testing was performed to determine the deflection in the centre and at the edge of the plate. Measurement apparatus was assembled and measurements were carried out; the results of the measurement were compared with the analytical solutions and FEM results. On the basis of these comparisons, the foundation modulus was determined. The experiment, analytical solution and FEM give similar results, thus providing a solid basis for technical applications.

Publisher

Trans Tech Publications, Ltd.

Reference13 articles.

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3. K. Frydrýšek, M. Nikodým, Nosníky a rámy na pružném podkladu 3, VŠB-TU Ostrava, ISBN 978-80-248-2257-0, Ostrava, (2011).

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5. Hetényi, M. Beams on Elastic Foundation, Ann Arbor, University of Michigan Studies, USA, (1964).

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