三辺固定一辺自由な長方形平板の曲げ

概要

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Bending problem of the rectangular flat plate with three clamped edges and one free edge is investigated in the cases of distributed load such as uniform, increasing linearly to the free edge, or decreasing linearly to the free edge. The solution is obtained by the proper combination of five kinds of Levy solution. The distributions of clamping moment, supporting reaction, deflection and their maxima are calculated for five forms of plate including a square.
一般社団法人日本機械学会の論文