軸対称荷重を受け混合境界を持つ円板の曲げ問題に対する係数比較法の提案

概要

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This paper treats the bending problem of an axi-symmetrically loaded circular plate with mixed boundaries. It is assumed that the plate is simply supported on two equal and diametrically opposite portions of its edge the remaining edge portions being clamped, or that the plate is supported and elastically constrained for rotation where the constraint is biaxially symmetric. The deflection and the bending moments at the center of the plate are calculated by the coefficient comparison method which is proposed in this paper. By using this method with the results obtained for the cases of uniformly distributed load, the problems of axi-symmetrically loaded circular plates with mixed boundary conditions can be easily solved The validity of the calculated results is assured by comparing with those obtained by the iterative method.
社団法人日本機械学会の論文
1989-04-25