Author:
Rajaiah K.,Rao Akella Kameswara
Abstract
AbstractLimiting solutions are derived for the flexure of simply supported many-sided regular polygons, as the number of sides is increased indefinitely. It is shown that these solutions are different from those for simply supported circular plates. For axisymmetric loading, circular plate solutions overestimate the deflexions and the moments by significant factors.
Publisher
Cambridge University Press (CUP)
Cited by
2 articles.
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1. Exact analysis of simply supported rhombic plates under uniform pressure;Mathematical Proceedings of the Cambridge Philosophical Society;1974-07
2. The polygon-circle paradox and convergence in thin plate theory;Mathematical Proceedings of the Cambridge Philosophical Society;1973-01