縁材のある円板の強度（第1報）

概要

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In this report is calculated the stress distribution of a disk with reinforcement submitted to the action of the uni-symmetrical load which is represented by the Fourier's series. In general, the stress-strain calculations of these constructions are very difficult to deal with in three dimensional elasticity. We treated as a curved beam the reinforcement and used the continuous conditions of the displacements at connection between the disk and the reinfocement, then determined the coefficients of the stress distributions of the disk and the reinforcement. When the double-symmtriceal loads are various type and the shape of reinforcement are various size, the stress distribution were calculated and showned graphically. The results of the experiment tried to a pair of concentrated load coincide with almost the above calculations.
信州大学工学部の論文
1964-12-28