防撓矩形板の強度に就いて(昭和25年11月造船協会秋季講演会)

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As regards the bending strength of the rectangular plate, stiffened by beams, with elastically built-in edges, we can refer strain energy method by Mr Okuda and Mr. Arima, and direct method by Mr. Fujii. The author, in thelast paper, presented general theory and those numerical examples of the rectangular plate, when torsional rigidity of stiffeners ignored, under the conditions that two opposite sides of the plate are simply supported and the other two opposite sides simply supported or buit-in, which are parallel with the stiffeners. In this paper, he presents the general theory and those numerical examples of the plate in the consideration of not only deflexional rigidity but also torsional rigidity, under the conditions that the two opposite sides of the plate are simply supported and the other two oppositeseides are elastically built-in, which are parallel with the stiffeners. Foot Notes : 1) Katumi Okuda and Takasi Arima : "Streng th and Frequency of Natural Vibration of Rectangular Plate with Longitudinal and Lateral Stiffeners" Jour Soc Nav Arch, Tokyo, 58 (1936), p. 59-78 & 59 (1936), p. 163-178. 2) Chuji Fujii : "Rectangular Plane Plate and Beams".
社団法人日本船舶海洋工学会の論文