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Buckling of ring stiffened domes under external hydrostatic pressure

机译:外部静水压力作用下的环形加劲穹顶的屈曲

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摘要

The paper reports on the buckling of three ring-stiffened prolate domes under external hydrostatic pressure. The study was partly theoretical and partly experimental, where in the case of the latter, the finite element was used. Comparison between experiment and theory was good. The effect of ring stiffening the domes was to increase their buckling resistances by factors varying from 4.43 to 5.72.
机译:这篇论文报道了在外部静水压力下三个环状刚体圆顶的屈曲。该研究部分是理论性的,部分是实验性的,在后者的情况下,使用了有限元。实验和理论之间的比较很好。环形穹顶的加固效果是将其抗屈曲性提高了4.43到5.72之间。

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