水圧および圧縮をうける矩形板の座屈について (第3報)
p. 23-34
詳細
p. 23-34
In this paper, the behavior of a plate with initial deflections under increasing compression and constant hydraulic pressure is investigated by means of the energy method. Numerical calculations are performed for a plate of the aspect ratio α=2 under uniform hydraulic pressure, and the effects of the magnitude, direction and form of initial deflections on buckling strength are discussed.
